CENTRAL INSTITUTE FOR REGULATORY RESEARCH AND SCIENTIFIC AND TECHNICAL INFORMATION "ORGTRANSSTROY"

MINISTRIES OF TRANSPORT CONSTRUCTION

TECHNOLOGICAL MAP

PLASTERING AND PAINTING WORKS IN LARGE PANEL HOUSES

I... APPLICATION AREA

The technological map is developed on the basis of the application of methods of the scientific organization of labor and is intended for use in the development of a project for the production of work and the organization of work and labor at the facility.

The map is compiled for plastering and painting works on a 60-apartment building series 1-467 A-2 and can be used when performing plastering and painting works in large-panel buildings of other types.

II... INSTRUCTIONS FOR WORK PRODUCTION TECHNOLOGY

a) Plastering works

1. Plastering works are performed at the beginning on the 1st floor, then on the 2nd, 3rd and subsequent floors with transitions within the floor from one plot to another. Plastering works are carried out in those sections where structures are not being installed.

Before plastering, brick and concrete surfaces are thoroughly cleaned of dust.

2. Support tables for the canopies of the entrances and niches above the canopies are plastered on a metal mesh with a mesh size of 10 × 10 mm or along weaving made of wire with cells not larger than 40 × 40 mm . Plinths, platbands and door frames are coated with a solution with smoothing the surface.

3. When facing walls and ceilings in the vestibule with sheets of dry plaster on the insulation, the sheets are attached to wooden blocks with thin nails (roofing) with wide caps. Heads of nails are sunk into sheets and putty.

4. When cutting with a template of rustic stones on the ceilings, the grooves in the joint of the slabs are thoroughly cleaned of dust and abundantly moistened with water, and then filled with cement mortar to the full depth and smoothed out.

To accelerate the setting of the cement mortar, about 1-2% gypsum is added to it with thorough mixing of the mixture.

5. Due to the small volume, plastering works are intended to be carried out manually.

6. In winter, plastering work begins after the completion of installation, roofing and glass work. The air temperature inside the building must not be lower than +8 ° С (when measured at a height of 0.5 m from the floor).

7. Window ebb should be plastered before the onset of cold weather. When plastering them in winter, it is necessary to protect the plasterboard from premature freezing by electric heating, insulation with felt, etc.

8. Plastering is carried out from a solid, stable platform or table. Moreover, it is possible to work simultaneously only in one tier in height.

9. Workers performing work must comply with the requirements of SNiP III - B .13-62 "Finishing coatings of building structures. Rules for the production and acceptance of work "and safety rules in accordance with SNiP III - A

b) Painting work

1. Before the start of painting in the finished premises, all general construction, electrical and plumbing works must be completed, as well as glazed window sashes and balcony doors.

The quality of the assembled products must be such that their surface does not require additional finishing work, except for sealing joints, putty and painting.

On the surface of the products there should be no cracks, chips, grease and rust stains, mortar flows, exposed reinforcement.

2. The painting work should be started after finishing the installation of the building, starting from the top floor.

3. The surfaces to be painted are pre-cleaned from dust. The moisture content of the plaster before painting should not exceed 8%, and wooden surfaces - 12 %.

4. Before painting, rough surfaces are putty and smoothed, and small cracks are embroidered and sealed with mortar to a depth of 2-3 mm. . Grinding of the putty and greased places and smoothing of the surfaces are performed using a pneumatic trowel.

5. Paints, pastes and putties are prepared in a color workshop and delivered to the construction site in finished form.

To supply compressed air to the power tool, pneumatic stands from solid-drawn gas pipes with air intake valves on each floor are installed in the stairwells. The pneumatic stands are connected to a compressor installed on the first floor of the staircase.

In turn, paint-injection tanks are connected to the pneumatic stand with rubber hoses, which supply painting compositions to spray guns, pneumatic rollers and fishing rods.

6. Priming and painting of ceilings is carried out using an electric spray gun with a universal fishing rod, and oil painting of walls and floors is performed using rollers with pneumatic supply of painting compositions.

Smooth foam rollers are used to paint doors, and profiled foam rollers are used for window sashes.

Pipes are painted with special brushes, and metal railings of staircases and balconies - with paired foam rollers.

The second time, the floors are painted with oil paint heated to a temperature of 25-30 ° C.

7. In winter, the air temperature inside the building should not be lower than +8 ° С (when measured at a height of 0.5 m from the floor).

8. Workers performing painting work must comply with the requirements of SNiP III - B .13-62 "Finishing coatings of building structures. Rules for the production and acceptance of work "and safety rules SNiP III - A .11-62 "Safety in construction".

III... LABOR ORGANIZATION INSTRUCTIONS

a) Plastering work

To perform plastering work, the building is divided into two sections, each of which includes two sections. The duration of the plastering work on one stage of each floor is 3 days. Plastering works are performed by a team of plasterers of 6 people (4 pit - 3; 3 pit - 2; 2 pit - 1)

Plasterers 4 sizes cut through the rustication between the floor slabs, arrange external window tides. One of them is a foreman, supervises the work of the team and monitors the quality of the work performed.

Plasterers 3 sizes revet the walls and ceilings in the vestibule with sheets of dry plaster, plaster brick walls in stairwells, fill the gaps between walls and baseboards and between door frames and platbands, as well as in conjunction with a plasterer 2 bits. The places of passage of heating and water supply pipes are sealed with mortar and the edges of the plates are notched on the ceilings with caulking seams.

b) Painting work

All painting work is performed by a team of painters of 18 people, consisting of 3 teams. The first link (5 pit - 1; 4 pit - 2; 3 pit - 1; 2 pit - 2) prepares surfaces for adhesive paint, and after finishing the preparation, he performs glue and oil painting.

Painter 5 bit is a foreman. He supervises the work of the brigade, monitors the quality of the work performed and, together with the painters of 4 digits. performs priming of surfaces for glue painting and fluting of surfaces after the first and second painting with oil paint.

Painters 4 bits perform priming of the surface for glue painting and improved glue and oil painting.

Painters 3 and 2 bits they clean the surfaces from dust, smooth out the rough surface of the plaster and, after priming, polish the surface with sandpaper.

The second link (4 pits - 1; 3 pits - 2; 2 pits - 3) prepares surfaces for oil painting.

Painter 4 bits performs priming and fluting of surfaces and supervises the work of the unit.

Painters 3 bits perform continuous putty, sanding with a pumice stone after putty and sanding with sandpaper after priming the surfaces.

Painters 2 bits smooth the roughness of the surface of the plaster with the end of a tree or flak, embroider cracks, grease and grind the greased places.

The first link of the brigade performs work in sections 1 and 3; the second link in sections 1 and 3, and then goes to sections 2 and 4 and performs the work in the sequence indicated on

The third link of the brigade in the amount of 6 people (5 pit - 1; 4 pit - 2; 3 pit - 1; 2 pit - 2) performs the same work as the first link, but in sections 2 and 4.

The materials are supplied by the T-37 column lift, which is serviced by a 3-bit driver. and two riggers 2 bit.

IV... PRODUCTION PROCESS SCHEDULE

A. Plastering work

B. Painting work

V... CALCULATION OF LABOR COSTS (PER BUILDING)

A. Plastering work

No. pp	Regulatory source code	Description of work	Link composition	unit of measurement	Scope of work	Per unit of measure		For the entire scope of work
						time norm, man-h	rate, rubles-kopeck	standard time, man-h	amount of wages, rubles-kopeck
	§ 8-7, tab. 2, No. 2d General part, p. 4, K = 1.08	Improved plastering on the mesh with cement mortar of support tables and niches above the canopies	Plasterers:
			4 bit - 1.	m 2			0-63,7		5-35
			3 bit - 1
	The same, No. 2a, General part, p. 4, K = 1.08	Improved plaster brick walls staircase with lime-cement mortar	Also	Also	22,7		0-38,2	13,62	8-67
	§ 8-1, No. 2a Technical part, note 5, K = 1.5	Facing the walls in the vestibule with sheets of dry plaster for insulation	Plasterers 3 bit - 2		29,1	0,217	0-12	6,31	3-49
	The same, No. 26 Technical part, note 5, K = 1.5	Same ceilings	Also		11,09	0,232	0-12,9	2,57	1-43
	The same, No. 3а Technical part, note 5, K = 1.5	Sealing with mortar joints between sheets of dry plaster on the walls	Plasterer 3 bit - 1		29,1	0,057	0-03,1	1,65	0-90
	§ 8-1, No. 3b, Technical part, note 5, K = 1.5	Sealing with mortar joints between dry plaster sheets on ceilings	Plasterer 3 bit - 1	Also	11,09	0,085	0-048	0,94	0-53
	§ 8-18, No. 6 Technical part, note 5, K = 1.5	Greasing boxes and platbands at the vestibule door	Also	100 m	1,60		4-66,5	13,44	7-46
	§ 8-11, No. 1b	Notching with caulked seams	Plasterers:	Also	16,74	3,80	1-99	63,61	33-31
			3 bit - 1,
			2 bit - 1
	§ 8-1, 6, no. 2, 3	Sealing with mortar and cutting rusticates	Plasterers 4 sizes - 1		16,74	27,1	16-94	453,66	283-58
	§ 20-1-123, no. 1	Sealing and plastering of pipe passages in walls	Plasterers: 4 sizes - 1			0,77	0-43	184,8	103-20
			2 bit - 1	otv.
	§ 20-1-123, no. 2	Sealing and plastering of pipe passages in ceilings	Plasterers: 4 sizes - 1	Also		0,60	0-33,5	306,0	170-85
			2 bit -1
	§ 8-18, no. 5	Lubricating skirting boards	Plasterers 3 size-1	100 m	26,21		2-83	133,67	74-17
	The same, no. 6	The same platbands	Also	Also	54,30		3-11	304,08	168-87
	§ 8-8, no. 6	External ebb device	Plasterer 4 sizes - 1	m 2	50,78	1,75	1-09	88,86	55-35
	§ 1-8, tab. 2, no. 10a	Mortar supply with post lift	Driver 3 bit-1	100 m 2	0,118	39,0	21-65	4,60	2-55
			Riggers 2 size-2			78,0	38-45	9,20	4-54
	§ 1-11 note 4	Cleaning the body of a dump truck from solution				0,048	0-02,1	0,96	0-42
Total				man-h				1596,37
				man-day					924-67
B. Painting work
	§ 8-24, tab. 4d, no. 4, 10, 14, tab. 6, No. 3d, note, K = 0.2	Preparation of the surface of ceilings for glue painting with an electric spray gun in rooms with an area of ​​more than 5 m 2	Link of painters	100 m 2 painted surface	24,74	6,55	3-38,9	162,05	83-84
			Also	Also	4,136	7,86	4-06,7	32,63	16-82
	§ 8-24, tab. 4b, no. 4, 10, 14, tab. 6, No. 3b, note, K = 0.2	Preparation of wall surfaces for glue painting in rooms with an area of ​​more than 5 m 2			66,22	5.13	2-64,6	339,71	175-22
	The same, technical part, p. 6, K = 1.2	Preparation of wall surfaces for glue painting in rooms up to 5 m 2	Link of painters	100 m 2 painted surface	10,6	6,156	3-17,5	65,25	50-80
	§ 8-24, tab. 4g, No. 14, 14	Priming and glue painting of ceilings with an electric spray gun in rooms with an area of ​​more than 5 m 2	Painter 4 bits - 1	Also	24,74	1,48	0-92,6	36,62	22-91
	The same, technical part, p. 6, K = 1.2		Also		4,136	1,776	1-11,1	7,35	4-60
	§ 8-24, tab. 4, No. 14b	The second priming with adhesives of the walls at a time using an electric spray gun in rooms with an area of ​​more than 5 m 2			66,22	0,57	0-35,6	37,75	23-57
	§ 8-24, tab. 4, No. 14b, Technical part, K ​​= 1.2	The second priming with adhesives of the walls at a time using an electric spray gun in rooms up to 5 m 2			10,6	0,684	0-42,7	7,25	4-53
	§ 8-24, tab. 6, No. 9b	Improved adhesive painting of walls with rollers in rooms with an area of ​​more than 5 m 2			66,22		1-88	198,66	124-49
		The same in rooms up to 5 m 2	Painter 4 bits - 1	100 m 2 painted surface	10,6		2-25,6	38,16	23-91
	§ 8-24, tab. 4 b, no. 4, 8, 10, 11 tab. 6 b, No. 3, 1, 3, 10, note, K = 0.2	Preparation of walls for improved oil painting with a roller in rooms with an area of ​​more than 5 m 2	Link of painters	Also	12,6	29,81	15-95,9	375,61	201-08
	§ 8-24, tab. 4 b, no. 4, 8, 10, 11, tab. 6 b, No. 3, 1, 3, 10, note, K = 0.2 technical part, item 6, K = 1.2	Preparation of walls for improved oil painting in rooms up to 5 m 2	Also		8,46	35,77	19-15	302,61	162-01
	The same table. 6, No. 14 b	Improved oil painting of walls with a roller in rooms with an area of ​​more than 5 m 2	Painter 4 bits - 1		12,16		3-25	63,23	39-52
	The same, technical part, K ​​= 1.2	The same in rooms up to 5 m 2	Also		8,46	6,24	3-90	52,79	32-99
	The same, tab. 6 d, # 13, 16	Improved oil painting by brush of double-leaf window blocks with painting of the window sill boards of the blocks for the second time	Link of painters			17,0	10-97	112,20	72-40
	The same table. 6, d, 13, 16	Same tricuspid blocks	Link of painters	100 m 2 painted surface	4,50	17,0	10-97	76,50	49-37
	The same, tab. 6, e, no. 13, 16	The same balcony single-floor doors for the second time	Also	Also	2,58	13,1	8-43	33,80	21-75
	§ 8-24, tab. 6e, # 13, 16, K = 1.2	Improved oil painting of cabinets with a brush for a second time	Painters: 5 bits - 1	100 m 2	24,4	15,72	10-11,6	383,57	272-30
			4 bit - 1
	§ 8-24, tab. 9, b, No. 9, 10	Improved oil painting of doors with platbands for the second time with a roller	Link of painters	Also	6,54	28,6	18-38	187,04	120-20
	The same, g, No. 9, 10	The same doors without platbands	Also		1,13	21,5	13-82	24,30	15-62
	§ 8-24 tab. 4, b, No. 4, 8, 10, 11, tab. 6, b, No. 3, 1, 3, 10, 16, 4, note, K = 0.2	Preparation for improved oil coloring window slopes roller	Painters: 4 bits - 1			35,21	19-33,9	28,17	15-47
			3 bit - 1
			2 bit - 1
	§ 8-24 tab. 6, b, No. 12, 16, 4, 13, 16	Improved oil painting of slopes with a brush	Link of painters	100 m 2		25,3	16-02	20,24	12-82
	§ 8-26, no. La	Pulling panels on the walls	Painter 4 bits - 1	100 m 2	12,48		2-50	49,92	31-20
	§ 8-24, tab. 4, g, no. 6, 9, 10, tab. 6, g, no. 3, 1, 4, 11, 12, 16	Preparation for improved oil coloring of plank floors with an area of ​​more than 5 m 2	Link of painters	100 m 2	18,294	36,88	20-54,5	674,68	465-58
25	The same, technical part, p. 6, K = 1.2	The same floors up to 5 m 2	Also	Also	2,585	44,25	24-65,4	114,39	63-73
26	§ 8-24, tab. 6, g, no. 14, 16	Improved oil painting by roller twice for plank floors with an area of ​​more than 5 m 2	Painters: 5 bits - 1	»	18,294	6,40	4-00	117,08	73-18
			4 bit - 1
27	The same, technical part, p. 6, K = 1.2	The same floors up to 5 m 2	Also	»	2,585	7,68	4-80	19,85	12-41
28	§ 8-24, tab. 13, v, No. 1-6, 10-13	Improved oil painting with a brush for two times of heating pipes and water pipes with a diameter of up to 50 mm	Link of painters	»	4,22	99,25	56-04,1	418,84	236-49
29	The same, tab. 13b, No. 1-6, 10-13	The same cast iron sewer pipes diameter over 50 mm	Also	»	0,96	58-9	32-71	56,54	31-40
30	§ 8-24, tab. 13, d, no. 2, 4, 5, 6,7, 10, 11, 7	Improved oil painting of radiators with a spray gun in two times	»	»	3,52	76,60	42-71	269,63	150-34
31	§ 8-24, tab. 13, v, No. 1-0, 10-13	Improved oil painting by brush for two times of stair railing gratings	Painter 3 bit - 1	100 m 2	0,88	99,25	56-04,1	87,34	49-32
32	§ 8-24, tab. 11b, no. 10, 12, 9, 11, 12	Improved oil painting of wooden handrails by brushing twice with sanding and fluting	Link of painters	100 m	0,864	8,30	5-24,9	7,31	4-54
33	§ 8-24, tab. 6, e, no. 13, 16	Improved oil brushing of chain blocks for the second time	Painter 4 bits - 1	100 m 2 painted surface	0,52	13,1	8-43	6,81	4-38
34	§ 8-24, tab. 13, b, No. 1-6, 10, 11	Preparation for improved oil painting of steel caps	Link of painters	Also	0,16	42,4	22-39	6,78	3-58
35	§ 8-24, tab. 13, v, No. 1-6, 10, 11	Preparation for improved oil painting of balcony railing	Also	»	2,386	67,25	36-04,1	160,46	85-99
36	The same, b, no. 12, 13	Oil painting of steel caps twice with a brush	Painter 4 bits - 1	»	0,16	16,5	10-32	2,64	1-65
37	§ 8-24, tab. 13, v, no. 12, 13	The same balcony railings	Also	»	2,386	32,0	20-00	76.35	47-72
38	§ 8-24, tab. 4, b, No. 20, 21, apply.	Painting screens on balconies with perchlorovinyl paint with a brush twice on both sides	Painters: 4 bits - 1	100 m 2 painted surface	1,2	9,3	5-50	11,16	6-60
			3 bit -1
39	§ 1-11, No. 1g	Unloading from vehicles various materials and paints by hand with laying on the ground	Transport worker 1 bit - 1	T	8	0,43	0-18,8	3,44	1-50
40	§ 1-8, tab. 2, No. 12a	Lifting color compositions with a T-37 hoist to a height of up to 8 m on average	Driver 3 bit - 1	100 T	0,08	17	9-44	1,36	0-76
			Riggers 2 sizes - 2	Also	0,08	34	16-76	2,72	1-68
Total				man-h				4672,79
				man-day				584,1	2818-27	200		185		-7,5
Labor costs per 100 m 2 living space	»	11,02		10,2		-7,5
Average category of workers	-	3,34		3,35		+0,3
Average daily wage for 1 worker	RUB-kopeck	4-62,3		5-00		+8,2
b) Painting work
Total labor intensity	man-day		584,1		540,5		-7,5
Labor costs per 100 m 2 living space	»		32,2		29,8		-7,5 A. Basic materials, semi-finished products, products and structures Quantity Plastering works Construction gypsum, t 0,5 Lime mortar, m 3 11,8 Wire mesh, m 2 9 Cement grade 400, t 2,6 Roofing nails kg. 5 Dry plaster sheets, m 2 42 Painting works Chalk paste, kg. 2630 Vitrified putty, kg. 223 Mezdrovy glue, kg. 93 Painting glue, kg. 9 Copper sulfate, kg. 59 Drying oil, kg. 670 Chalk, kg. 1294 Laundry soap, kg. 74 Pumice, kg. 94 Rags, kg. 40 Siccative, kg. 20 Oil paint for painting, kg: walls 510 doors 210 windows 200 cabinets 440 floors 510 vestibule blocks 10 metal surfaces 34 B. Machinery, equipment, power tools and inventory Quantity Plastering works 2 6 Plaster trowels, pcs. 6 Rules, pcs. 6 Templates for cutting rustic stones, pcs. 2 Half-scoops, pcs. 4 Ironers, pcs. 2 Felt graters, pcs. 4 Dural falcons, pcs. 4 Plaster knives, pcs. 2 Plumb lines, pcs. 4 Levels, pcs. 2 Squares, pcs. 2 Rulers, pcs. 2 Hammers, pcs. 4 Boxes for mortar, pcs. 4 Plaster boxes, pcs. 2 Buckets, pcs. 6 Chisels, pcs. 2 Manual steel brushes, pcs. 2 Roofing scissors, pcs. 2 Shaped half-rubbers, pcs. 2 Herbal brushes, pcs. 2 Cords, pcs. 100 Painting works Rack lifts T-37, pcs. 2 Compressors, pcs. 2 Inventory pneumatic stands with a set of hoses, pcs. 2 S-562 paint injection tanks, pcs. 3 Spatula dim. 20 × 40 cm, upholstered with sheet rubber, pcs. 1 Wooden spatulas with rubber blade, pcs. 8 Pneumatic rubbing machines, pcs. 2 Universal fishing rods, pcs. 6 Ppevmovaliki for painting walls, pcs. 4 Universal rollers for painting joinery, pcs. 4 Pipe paint brushes 4 Brushes for painting radiators, pcs. 4 Twin foam rollers for painting staircases and balconies, pcs. 6 Flywheels, pcs. 6 Handbrake brushes, pcs. 6 Flame brushes, pcs. 6 Folding scaffolding tables, pcs. 12 Ruler with divisions, pcs. 3 Cord, m. 50 Metal spatulas, pcs. 9 Foam rollers for painting floors. 6 Trays with a grid for paint 3 Protective shields, pcs. 2 Steel brushes, pcs. 3 Rubber gloves, steam. 6 Respirators, pcs. 3 Safety glasses, pcs. 9 The technological map was developed by the department for the introduction of advanced experience and technical regulation in the construction of buildings based on the materials of the Kaluga and Chelyabinsk regulatory research stations of the Orgtransstroy Institute. The second edition, recalculated taking into account the new tariff rates, performer A.M. Sorina

ORDER OF LENIN GLAVMOSSTROY AT
MOSGORISPOLKOM

MOSORGSTROY

TYPICAL TECHNOLOGICAL CARD
ONADHESIVE COLORING OF WALLS AND CEILINGS

Moscow - 1983

Typical routing developed by the department of design and finishing technology of the Mosorgstroy trust (L.K. Nemtsyn, A.N.Strigina) and agreed with the Department of finishing works of Glavmosstroy (V.I. Malin).

The card indicates the technological sequence of work with glue painting, there are sections on safety, organization of the workplace, the quality of work performed. The standard set of tools and accessories is given.

Feedback and comments on the standard technological map should be sent to the address: Moscow, 113095, B. Polyanka, 61A, Mosorgstroy Trust of Glavmosstroy.

1 AREA OF USE

1.1. The technological map is developed for the adhesive coating of walls and ceilings, which is used in the decoration of residential, civil and industrial buildings and structures.

1.2. The composition of the works considered by the map includes:

preparation of surfaces of building structures for painting;

painting the surfaces of building structures inside the premises with glue paint.

1.3. Type of painting (simple, improved, high quality), as well as painting colors various premises set by the project.

2. ORGANIZATION AND TECHNOLOGY OF THE CONSTRUCTION PROCESS

2.1. Indoor painting should be done after the completion of all general construction and special works, with the exception of parquet flooring, linoleum stickers, and synthetic flooring.

Before starting the production of painting work at a construction site, it must be carried out, in accordance with the requirements of SNiP III -21-73 "Finishing coatings of building structures", acceptance of surfaces with the participation of work contractors and foremen.

2.2. Surface preparation and painting is allowed at an air temperature of at least 10° С and relative air humidity not more than 70%; the moisture content of the surface of structures should be no more than 8%.

Table 1

Preparation of the surface of building structures for painting

2.3. Requirements for surfaces to be prepared for painting (GOST 22841-72)

	Permissible deviations						Limit sizes of local defects, mm
	Surfaces from plane	Planes from vertical (walls) or horizontal (ceilings)	Husks, ussenki, window and door slopes, pilasters		Slope from design position in width
							shells		Sags and depressions
							diameter	depth
Improved coloration	No more than 2 irregularities with a depth (height) of up to 3 mm	1 mm for 1 m of height (length), but not more than 10 mm for the entire height (length) of the room	1 mm per 1 m of height (length), but not more than 5 mm for the entire element	7 mm	3 mm	3 mm
High quality painting	No more than 2 irregularities with a depth (height) up to 2 mm incl.	1 mm for 1 m of height (length), but not more than 5 mm for the entire height (length)	1 mm per 1 m of height (length), but not more than 3 mm for the entire element	5 mm	2 mm	2 mm

2.4. It is allowed to prepare the surfaces of building structures and their junctions for painting (corners, abutments, joints) that do not have deviations from the design position given in Table. , as well as through and shrinkage cracks, opened to a width of more than 3 mm. The number of local defects (shells, sagging, depressions) on any part of the surface with an area of ​​200 × 200 mm should not exceed five.

2.5. The surfaces to be prepared for painting must be free from dirt, stains and efflorescence. The surfaces of industrial products must meet the requirements of the standards for these products. Plastered structures should not have plaster delamination from the surface of structures, traces of a trowel, or mortar flows. Surfaces lined with dry sheets gypsum plaster should not have:

violations of sheet fastening;

detachment of cardboard from gypsum from the end of the sheet by more than 20 mm;

tearing cardboard with exposed gypsum to a length of more than 30 mm;

more than two broken corners at the joint of sheets over the entire surface and more than one broken corner in one joint.

Surfaces lined with asbestos-cement sheets, subject to preparation for painting, should not have pits, scrapes, sagging, curvatures.

2.6. When preparing surfaces for painting, the following technological operations should be performed:

surface cleaning;

priming of the cleaned surface;

filling cracks and cavities;

partial lubrication of irregularities on the surface;

grinding greased places;

first solid putty;

grinding;

second putty, sanding.

2.7. Clean the surfaces and cracks on it from dust, dirt, splashes and streams of solution using metal scrapers, flakes, artificial pumice, fixed in a holder, or a hinged float (Fig.,). Fat spots are washed with a 2% hydrochloric acid solution using a brush. Efflorescence on the surface is swept away with brushes, the cleaned areas are washed and the surface is dried to a moisture content of no more than 8%.

A soapy primer at a construction site is prepared from a concentrated base (jelly) produced by the Stroydetal plant of the Mosotdelprom trust in the form of briquettes weighing 1 kg. When the jelly is dissolved in water, a homogeneous, precipitation-free liquid primer should be formed. Jelly is used for 10 days in summer and 20 days in winter conditions... To prepare the primer, one weight part of the jelly is cut, filled with two parts of heated water. Then the composition is stirred until the jelly is completely dissolved, add 3 parts cold water and mix thoroughly again. Before use, the primer is filtered through a sieve with 625 holes / cm 2. The primer should be uniform, without traces of delamination and undissolved soap bars. The primer is applied in a mechanized way using an electrospray gun. To obtain a uniform layer of primer, the fishing rod is moved along the surface at a distance of 0.75 m from it, while simultaneously making smooth circular movements in a spiral. For small volumes of work, the primer is applied using brushes.

2.9. Large cracks are embroidered (Fig.), Cleaned and dedusted, then filled with putty to a depth of at least 2 mm, and cavities and irregularities are filled with putty and smoothed with a metal spatula "for sdir" (Fig.). The putty areas are cleaned and sanded with a sandpaper using a hinged float, followed by dust removal. Grinding of the greased and filled places is carried out after finishing the greasing of the surface and its complete drying.

2.10. The putty used for filling cracks, cavities and leveling surfaces should be a homogeneous non-exfoliating mass, possess the property of strong adhesion to the surface, easily level, and not leave grains and scratches on the surface to be treated. The putty is delivered to the construction site packed in polyethylene bags weighing 15 kg. At the place of work, the putty is passed for grinding in a CO-116 paint grinder (if necessary).

The first full filler should be done with a filler that is different in color from the first primer layer and the partial grease layer.

The putty is applied in a uniform continuous layer 2-3 mm thick with a metal or plastic spatula, followed by smoothing and removing excess putty until the gaps of the lower layer appear from under it. The putty should only fill the depressions (fig.). The second filler should be done with a filler different in color from the first filler, etc. (GOST 22844-72).

2.11. Grinding of a continuous filler is carried out using mechanical grinding machines IE-2201A with sandpaper fixed on a wooden grater, or with pumice stone until a smooth surface is obtained.

2.12. Surfaces prepared for painting should not be bleached, and also should not have deviations exceeding those given in table. , cracks in the places of filling, protruding stripes and spots.

table 2

Requirements for surfaces prepared for painting

	Permissible deviations
	Surfaces from plane	From the vertical or horizontal of window and door slopes, pilasters, husks, ussenkov	Curved surfaces from design position	Rows from a straight line (for the entire length of the pull)
Improved coloration	No more than 2 irregularities with a depth (height) of up to 2 mm	1 mm per 1 m of height (length), but not more than 4 mm for the entire element	5 mm	2 mm
High quality painting	No more than 2 irregularities with a depth (height) of up to 1.5 mm	1 mm per 1 m of height (length), but not more than 2 mm for the entire element	3 mm	1.8 mm

2.18. Water-chalk color is prepared at a construction site from chalk paste of 30-35% moisture content and water (add to the working consistency). Chalk paste is produced by the Stroydetal plant of the Mosotdelprom trust in accordance with TU 400-2-88-76. The paste should be free of unattached pieces of chalk, as well as grains of sand and other contamination. The moisture content of the paste is not more than 35%.

2.19. On surfaces painted with glue paint, variation in tone within one plane, highlighting stripes, spots, streaks, splashes and visible corrections of defects against the general background is not allowed.

Curbs and friezes should be of the same width throughout.

Glue painting of walls and ceilings must be carried out in compliance with the requirements of SNiP III-4-80 "Safety in construction". Special attention should pay attention to the following:

painting work at a height should be carried out from inventory scaffolding, ladders, universal tragus tables, mobile towers and other inventory devices.

When performing work on flights of stairs it is necessary to use special scaffolds (tables) with different lengths of support posts installed on the steps.

The working platform must be horizontal and have a fence.

Women are allowed to carry loads weighing less than 15 kg.

It is allowed to store painting materials only inspecially provided places in accordance withPPR. When preparing paint compositions usingthe following precautions should be taken with a paint grinder:

do not allow the electric motor to overheat while the paint mill is in operation;

do not leave the working paint grinder unattended and do not allow persons who have not undergone special training to work on it.

To work with an electrified tool, persons who are at least 18 years old who have undergone special training and have received a certificate for the right to work with these tools are allowed.

Protective goggles must be worn for surface cleaning, sanding and mechanized painting. Workers should wear goggles, rubber boots and gloves when flushing surfaces with hydrochloric acid solution. Dilute the acid by slowly pouring it into the water.

When painting with aqueous compounds, it is necessary to ensure that the electrical wiring at the work site is de-energized.

2.20. The painting front is divided into grabs. The size of the grip is determined taking into account the development achieved by the link; each seizure must consist of an integer number of apartments in residential buildings, a whole number of premises in administrative, school and cultural buildings. In industrial buildings, the seizure should consist of a small number of spans.

2.21. Work on painting surfaces with adhesives is carried out by specialized units of two people each: a painter of the 3rd category and a painter of the 2nd category.

First, both members of the link prepare the surfaces for painting, that is, they smooth or polish the surfaces and embroider the cracks. After creating the necessary front of work, the 3rd grade painter proceeds to priming the surfaces with an electric spray gun.

After drying the primed surface, the 2nd grade painter makes a partial grease individual places, then both members of the link perform filling and polishing of the surfaces. The second priming of surfaces and their subsequent painting with an electric spray gun is performed by both members of the link: a painter of the 3rd category applies the compositions to the surface, a painter of the 2nd category fills the electric spray gun with an adhesive composition.

2.22. It is recommended to carry out painting work by the flow-dismembered and flow-complex method. In the first case, the brigade is divided into links that are specialized in performing a group of operations - surface preparation, putty, water-chalk painting of ceilings and walls, etc. Specialized units perform the same types of work at each grip. Such links create a continuous flow at the facility, moving one after the other as work is done. The approximate composition of the specialized teams: painter of the 2nd grade - 1 person, painter of the 3rd grade - 1 person, painter of the 4th grade - 1 person. In the second case (with the flow-complex method), the entire building or its sections are prepared for painting work. Each link performs all painting operations on the grip and consists of three painters of 2, 3 and 4 categories. All links are working on seizures in parallel.

Table 3

The list of individual operations by the link of painters in the production of painting works by the flow-complex method

Operations	Performer's qualification, category
Cleaning surfaces
Submission of the primer to the workplace
Application of the priming composition by a mechanized method
Filling, greasing of walls, ceilings and partitions
Supply of coloring compounds to the workplace
Application of coloring compositions on the surfaces of walls and ceilings by a mechanized method

2.23. Workplace organization schemes for painters.

2.24. The schedule for the production of work by a team of painters of 3 people is drawn up for a volume of 100 m 2 of the painted surface ().

3. TECHNICAL AND ECONOMIC INDICATORS

Table 4

Calculation of labor costs for high quality adhesive surface coating

Justification	Type of work	Scope of work, m 2	Labor costs, man-hour.
			walls	ceilings
CT-8.2-3.1-68	Cleaning		0,16	0,16
§ 8-24 TB. 1 item 4	Smoothing	-«-		1,55
- "-" - clause 5	Facing cracks	-«-	0,33	0,39
- "-" - clause 14	First primer	-«-	0,57	0,74
- "-" - clause 10	Partial grease	-«-
§ 8-24 TB. 6 item 3	Grinding greased areas	-«-	0,76	0,96
§ 8-24 TB. 7 item 4	First solid putty	-«-	10,5	14,5
- "-" - clause 6	Grinding	-«-
- "-" - clause 5	Second continuous putty	-«-
- "-" - clause 6	Grinding	-«-
§8-24 TB. 4 item 14	Second primer	-«-	0,57	0,74
-«-«-	Coloration	-«-	0,87	0,74
	Total:		32,16	43,68

Production per worker per shift when painting

walls - 23 m 2

ceilings - 14 m 2

4. MATERIAL AND TECHNICAL RESOURCES

Table 5

4.1. The need for basic materials and semi-finished products.

Name of materials	Unit rev.	Per 100 m2 surface
		walls	ceilings
Putty (filling cracks, cavities and partial greasing of irregularities)	kg
Soap brew primer, including		16,1	17,9
Soap Soap Concentrate (KMG)

TYPICAL TECHNOLOGICAL CARD (TTK)

PAINTING WORKS. PREPARATION OF INTERIOR WALLS AND PARTITIONS FOR PAINTING

1 AREA OF USE

1.1. A typical technological map (hereinafter referred to as the TTK) is developed for the preparation of plastered or concrete surfaces interior walls and partitions for painting during the construction of a residential building.

1.2. A typical technological map is intended for use in the development of work production projects (PPR), construction organization projects (PIC), other organizational and technological documentation, as well as for the purpose of familiarizing workers and engineering and technical workers with the rules for the preparation of internal walls for painting.

1.3. The purpose of creating the presented TTK is to give a recommended flow chart of preparatory work.

1.4. When linking a standard flow chart to a specific object and construction conditions, production schemes, volumes of work, labor costs, mechanization means, materials, equipment, etc. are specified.

1.5. The preparation of interior walls for painting is carried out on the basis of the project for the production of work, working drawings and working flow charts regulating the means of technological support and the rules for performing technological processes during the production of work.

1.6. The regulatory framework for the development of technological maps are: SNiP, SN, SP, GESN-2001 ENiR, production rates of material consumption, local progressive rates and prices, labor costs, rates of consumption of material and technical resources.

1.7. Working flow charts are considered and approved as part of the PM by the head of the general contractor for construction and installation organization, in agreement with the customer's organization, technical supervision of the customer and organizations in charge of the operation of this building.

1.8. The use of TTK contributes to increasing labor productivity, reducing labor costs, improving the organization and improving the quality of work, reducing the cost and reducing the duration of construction, safe performance of work, organization of rhythmic work, rational use labor resources and machines, as well as reducing the time for the development of PPR and unification of technological solutions.

1.9. The following technological operations are part of the work performed sequentially when preparing the surfaces of internal walls for painting:

Surface cleaning;

Smoothing the surface and leveling the walls;

Facing cracks;

Primer;

Grease;

Dedusting the surface.

1.10. The works are carried out all year round and are carried out in one shift. The duration of the working time during the shift is:

where 0.828 is the coefficient of use of power tools in time during the shift (the time associated with preparing the tool for work and carrying out the ETO - 15 minutes, breaks associated with the organization and technology of the production process and the operator's rest - 10 minutes every hour of work).

1.11. Work should be carried out in accordance with the requirements of the following regulatory documents:

SNiP 12-01-2004. Organization of construction;

SNiP 12-03-2001. Labor safety in construction. Part 1. General requirements;

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

SNiP 3.03.01-87. Bearing and enclosing structures;

SNiP 3.04.01-87 Insulating and finishing coatings.

2. TECHNOLOGY AND ORGANIZATION OF WORK PERFORMANCE

2.1. In accordance with SNiP 12-01-2004 "Organization of construction", before the start of preparation of plastered or concrete interior walls for painting, the subcontractor must, according to an act, accept the erected interior walls and partitions from the general contractor.

2.2. Before starting work on the preparation of internal walls for painting, organizational and preparatory measures must be performed in accordance with SNiP 12-01-2004 "Organization of construction", including the following:

Free the workplace from debris and foreign objects;

Submit materials, devices and tools to the workplace in the amount necessary for the work;

Arrange the lighting of the working area;

Fencing staircase openings and along the perimeter of the building;

Appoint a person responsible for the quality and safe performance of work;

Instruct the members of the team on safety measures and familiarize them with the working flow chart for finishing the surfaces of the internal walls;

7.6. The person responsible for the safe performance of work is obliged to:

To acquaint workers with a working flow chart against signature;

Monitor the good condition of tools, mechanisms and devices;

To instruct on special precautions required when operating scaffolding and scaffolds, supplying materials to workplaces;

Explain to employees their responsibilities and the sequence of operations.

7.7. When performing finishing work, it is necessary to provide for measures to prevent the exposure of workers to the following hazardous and harmful production factors:

Increased dust and gas content in the air in the working area;

Sharp edges, burrs and roughness on the surfaces of finishing materials and structures;

Insufficient illumination of the working area.

7.8. Materials and products are stored taking into account their mass and the ability to deform under the influence of the mass of the overlying load. They are stacked in such a way that they do not interfere with the passage of workers. A working aisle with a width of at least 60 cm is left between the stacks of materials and the wall. The gap between the wall and the working platform of the scaffold should not exceed 5 cm. To lift workers, ladders with handrails are installed on the scaffold.

7.9. The condition of all scaffold structures is systematically monitored. Every day after the end of work, the scaffolds are cleared of debris.

The admission of workers to the execution of finishing work from the scaffold is allowed after inspection by the foreman or foreman together with the foreman of the serviceability of the supporting structures of the scaffold and the fence.

7.10. Only specially trained workers are allowed to work with electrified tools.

7.11. When dry cleaning the surface and other work involving the release of dust and gases, it is necessary to use respirators and goggles.

Workers engaged in finishing work must be provided with the following individual and collective protective equipment:

Special footwear and overalls;

Rubber gloves;

Cotton gloves;

For eye protection - open or closed glasses;

For respiratory protection - anti-dust respirators RU-60MA, RPG-67A, ShB-1, "Lepestok".

7.12. Before starting work, the machines and mechanisms used for preparing and mixing the solution are checked for Idling... The bodies of all mechanisms must be grounded, the conductive wires are reliably insulated, and the starting switches are closed. When working with mechanisms and equipment, it is necessary to comply with the safety requirements specified in the operating instructions for this equipment.

Persons who have undergone special training and passed labor safety exams are allowed to operate the mechanisms.

7.13. When performing finishing work, inventory scaffolds, step-ladders should be used. It is not allowed to use ladders, random means of paving, and to carry out work in non-fenced workplaces located at a height of more than 1.3 m above the ceiling.

7.14. When using finishing materials, the formation of a small amount of solid and liquid waste is possible, which is collected in special containers and sent for destruction. In the same way, the product is disposed of after the expiration of the guaranteed storage period. It is necessary to strictly observe the whole range of measures for environmental protection.

7.15. If the solution comes in contact with the skin, remove it with a hand cleaner and rinse with water.

8. TECHNICAL AND ECONOMIC INDICATORS

8.1. Interior wall finishing works are performed by two teams, the number of employees is 4 people.

8.2. Labor costs for finishing work are:

8.3. The output per worker per shift is 17.9 m.

9. REFERENCES USED

9.1. The TTK was drawn up using regulatory documents as of 01.01.2009.

9.2. When developing a Typical technological map, the following were used:

9.2.1. "Guidelines for the development and approval of technological maps in construction" to SNiP 3.01.01-85 * "Organization construction production"(as amended by N 2 of 01.01.01, N 18-81), SNiP 12-01-2004" Organization of construction ".

The electronic text of the document was prepared by Kodeks CJSC
and verified against the author's material.

TYPICAL TECHNOLOGICAL CARD (TTK)

INTERIOR WALL PAINTING

I. SCOPE

I. SCOPE

1.1. A typical technological map (hereinafter referred to as the TTK) is a complex organizational and technological document developed on the basis of methods of scientific organization of labor for performing a technological process and determining the composition of production operations using the most modern means of mechanization and methods of performing work according to a specific technology. TTK is intended for use in the development of Work Projects (PPR) by construction departments.

1.2. This TTK provides instructions on the organization and production technology of work on water-based and oil painting of walls used in the decoration of residential, civil and industrial buildings and structures, the composition of production operations, requirements for quality control and acceptance of work, planned labor intensity of work, labor, production and material resources, measures for industrial safety and labor protection.

1.3. The regulatory framework for the development of a technological map is:

- typical drawings;

- building codes and regulations (SNiP, SN, SP);

- factory instructions and technical conditions(THAT);

- norms and prices for construction and installation work (GESN-2001 ENiR);

- production rates of consumption of materials (NPRM);

- local progressive rates and prices, labor costs, material and technical resources consumption rates.

1.4. The purpose of creating the TTK is to describe solutions for the organization and production technology of work on water-based and oil painting of walls used in the decoration of residential, civil and industrial buildings and structures in order to ensure their high quality, as well as:

- reducing the cost of work;

- reduction of construction time;

- ensuring the safety of the work performed;

- organization of rhythmic work;

- rational use of labor resources and machines;

- unification of technological solutions.

1.5. On the basis of the TTK, as part of the PPR (as mandatory components of the Project for the production of works), Working flow charts (RTK) are developed for the implementation certain types works on water-based and oil painting of walls, used in the decoration of residential, civil and industrial buildings and structures.

The design features of their implementation are decided in each specific case by the Working Draft. The composition and level of detail of the materials developed in the RTK are established by the relevant contractor construction organization, based on the specifics and volume of work performed.

RTK are considered and approved as part of the PPR by the head of the General Contracting Construction Organization.

1.6. TTK can be tied to a specific object and construction conditions. This process consists in specifying the scope of work, means of mechanization, the need for labor and material and technical resources.

The procedure for linking the TTK to local conditions:

- consideration of the materials of the map and the choice of the desired option;

- verification of the compliance of the initial data (amount of work, time norms, brands and types of mechanisms, used building materials, the composition of the link of workers) to the adopted option;

- adjustment of the scope of work in accordance with the selected option for the production of work and a specific design solution;

- recalculation of the calculation, technical and economic indicators, the need for machines, mechanisms, tools and material and technical resources in relation to the chosen option;

- the design of the graphic part with a specific binding of mechanisms, equipment and devices in accordance with their actual dimensions.

1.7. A typical technological map was developed for engineering and technical workers (work managers, foremen, foremen) and workers performing work in the II road-climatic zone, in order to familiarize (train) them with the rules for the production of work on water-based and oil painting of walls used when finishing residential, civil and industrial buildings and structures using the most modern means of mechanization, progressive structures and methods of performing work.

The technological map has been developed for the following scope of work:

II. GENERAL PROVISIONS

2.1. The technological map was developed for a set of works on water-based and oil painting of walls, used for finishing residential, civil and industrial buildings and structures.

2.2. Work on water-based and oil painting of walls, used in the decoration of residential, civil and industrial buildings and structures, is performed by a mechanized team in one shift, the duration of working hours during a shift is:

2.3. The composition of the work consistently performed with water-based and oil painting of walls, used in the decoration of residential, civil and industrial buildings and structures, includes the following technological operations:

- preparation of surfaces of building structures for painting;

- painting of surfaces of building structures inside premises with water-based paints;

- painting of surfaces of building structures inside premises with oil paints.

2.4. The technological map provides for the performance of work by a complex mechanized unit, consisting of: electric sander PWS 750-125 from Bosch (P = 1.9 kg; N = 750 W); industrial vacuum cleaner A-230 / KB (m = 50 kg, N = 2.4 kW); mobile petrol power station Honda ET12000 (3-phase 380/220 V, N = 11 kW, m = 150 kg); airless paint sprayer spraying DP-6555 (P = 227 Bar, N = 1800 W, m = 66 kg); industrial vacuum cleaner A-230 / KB (m = 50 kg, N = 2.4 kW); diesel air heater Master B 150 CED (N = 44 kW, P = 900 m, m = 28 kg).

Fig. 1. Painting apparatus

Fig. 2. Vacuum cleaner A-230 / KB

Fig. 3. Air heater Master B 150 CED

Fig. 4. Power plant Honda ET12000

Fig. 5. Electric sander PWS 750-125

2.5. For water-based and oil painting of walls, used in the decoration of residential, civil and industrial buildings and structures, the following building materials are used: drying oil K-2 according to GOST 190-78; primer GF-0163 according to TU 6-27-12-90; enamel PF-1217 VE according to TU 2312-226-05011907-2003.

2.6. Work on water-based and oil painting of walls used in the decoration of residential, civil and industrial buildings and structures should be carried out in accordance with the requirements of the following regulatory documents:

- SP 48.13330.2011. "SNiP 12-01-2004 Organization of construction. Updated edition";

- SNiP 3.01.03-84. Geodetic works in construction;

- Guide to SNiP 3.01.03-84. Geodetic works in construction;

- SNiP 3.04.01-87. Insulation and finishing works;

- MDS 12-30.2006. Methodical recommendations on the norms, rules and techniques for performing finishing works;

- STO NOSTROY 2.33.14-2011. Organization of construction production. General provisions;

- STO NOSTROY 2.33.51-2011. Organization of construction production. Preparation and production of construction and installation works;

- SNiP 12-03-2001. Labor safety in construction. Part 1. General requirements;

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

- RD 11-02-2006. Requirements for the composition and procedure for maintaining as-built documentation during construction, reconstruction, overhaul of capital construction facilities and requirements for certificates of inspection of works, structures, sections of engineering and technical support networks;

- RD 11-05-2007. The procedure for maintaining a general and (or) a special journal of accounting for the performance of work during construction, reconstruction, overhaul of capital construction objects.

III. ORGANIZATION AND TECHNOLOGY OF WORK PERFORMANCE

3.1. In accordance with SP 48.13330.2011 "SNiP 12-01-2004 Organization of construction. Updated version" before the start of construction and installation work at the facility, the Contractor is obliged in the prescribed manner to obtain from the Customer the design documentation and permission (order) for construction and installation work ... Performing work without permission (order) is prohibited.

3.2. Prior to the commencement of work on water-based and oil painting of walls used in the decoration of residential, civil and industrial buildings and structures, it is necessary to carry out a set of organizational and technical measures, including:

- to develop RTK or PPR for water-based and oil painting of walls;

- to appoint persons responsible for the safe performance of work, as well as their control and quality of performance;

- instruct the members of the team on safety measures;

- to establish temporary inventory household premises for storing building materials, tools, inventory, heating workers, eating, drying and storing work clothes, bathrooms, etc .;

- to provide the site with working documentation approved for the production of works;

- prepare for the production of work machines, mechanisms and equipment and deliver them to the site;

- provide workers with manual machines, tools and means individual protection;

- provide the construction site with fire-fighting equipment and signaling means;

- to fence off the construction site and put up warning signs illuminated at night;

- to provide communication for the operational dispatch control of the production of work;

- deliver to the work area the necessary materials, devices, inventory, tools and means for the safe production of work;

- to test the construction machines provided by the RTK or PPR;

- draw up an act of readiness of the facility for the production of work;

- Obtain permission from the technical supervision of the Customer to start production of work (clause 4.1.3.2 RD 08-296-99).

3.3. General Provisions

3.3.1. Indoor painting should be done after completion of general construction and special work, with the exception of parquet flooring, linoleum stickers, and synthetic flooring. Window frames must be glazed. Before the commencement of painting work at the construction site, the acceptance of surfaces must be carried out with the participation of the work contractors and foremen in accordance with the requirements of SNiP 3.04.01-87 "Insulation and finishing works".

3.3.2. Surface preparation and painting is allowed at an air temperature of at least 10 ° C and ventilation that provides a relative humidity of no more than 70%, the humidity of the surface of structures should be no more than 8%.

3.3.3. Finishing work is carried out after the expiration of the period, which excludes the possibility of upsetting structures and damage to coatings. The load on the walls should be at least 65% of the design for the internal and 80% for the external facing of their surface.

3.3.4. Interior finishing work in residential buildings in winter is carried out with permanent heating and ventilation systems in operation. If it is necessary to use temporary heating systems, heating-type systems are used.

3.3.5. High viscosity oil paint formulations are prepared prior to use. These paints are rubbed on paint mills with the introduction of drying oil; the dosage of drying oil is set by the construction laboratory.

Aqueous solutions are delivered to the site hard, additional water is injected immediately before use.

Aqueous solutions are not used if setting is observed.

3.3.6. Painting work is carried out, as a rule, according to samples (standards) of paints (simple, improved and high quality), agreed with the customer (technical supervision).

3.3.7. The moisture content of plaster (concrete) before painting should not exceed 8%, wooden surfaces - 12%. It is allowed to paint with aqueous mineral (based on lime and cement) compositions at a higher moisture content of the plaster (concrete) - up to drip-liquid moisture on the surface.

3.3.8. Interior painting is carried out at a temperature of the surfaces to be painted not lower than 8 ° C (when measured at a distance of 0.5 m from the floor).

3.4. Preparatory work

3.4.1. Before the commencement of the production of painting works, the specified TTK must be performed. preparatory work, incl. completed:

- sealing of joints and gaps of mates, cutting and sealing of joints between blocks and panels of the building;

- thermal insulation and mortar sealing of window and balcony blocks;

- sealing of furrows in the walls and installation of embedded parts;

- filling of voids inside the seams of brick (masonry) masonry.

3.4.2. Before finishing the interiors, the following must be done:

- glazing of skylights;

- installation of window sills;

- waterproofing of walls (internal), floors and screeds;

- heating systems, water supply (with pressure testing), sewerage (with flushing). Places of installation must be pre-plastered;

- electrical work, which may require the device of shtrab and holes;

- ventilation ducts (checking their operation);

- preparation for plastering of underground channels, foundations for equipment;

- technical underground floors;

- built-in wardrobes (without hanging door panels), stair railings, fasteners and hooks (for hanging chandeliers).

3.4.3. The completion of the preparatory work is recorded in the General Journal of Work (the recommended form is given in RD 11-05-2007) and must be adopted according to the Act on the implementation of labor safety measures, drawn up in accordance with Appendix I, SNiP 12-03-2001.

3.5. Preparation of bases:

3.5.1. Before finishing work, the deviations of the ceilings from the horizontal, walls and partitions vertically and horizontally are measured. Deviations should not exceed:

- for brick foundations - 12 mm vertically and 2 mm horizontally by 1 m;

- for concrete foundations - 20 mm vertically and 3 mm horizontally by 1 m;

- for precast concrete and reinforced concrete foundations - 10 mm on the plane of the wall or ceiling;

- for wooden bases walls, including frame buildings - 10 mm;

- for panel buildings - 5 mm in all directions;

- for plank partitions and walls - 5 mm per 1 m of length, but not more than 10 mm over the entire plane.

If the specified deviations are exceeded, the total thickness of the plaster batten should be recalculated and the possibility of installing the plaster coating without additional mesh reinforcement should be checked.

The strength of the base is determined by the strength of its lower layer; the strength of each subsequent layer should be no more than the strength of the previous one.

3.5.2. The surfaces to be prepared for painting must be dry, clean, free of dust, traces of dirt, rust, efflorescence, grease and bitumen stains and must meet the following requirements:

- be smooth, without roughness, local irregularities with a depth (height) of up to 1 mm are allowed no more than two per 4 m;

- surface cracks, cavities and irregularities must be opened and primed, filled with filler to the full depth and sanded.

The surfaces of industrial products must meet the requirements of the standards for these products.

Plastered structures should not have plaster delamination from the surface of structures, traces of a trowel, and mortar drips.

Surfaces lined with sheets of dry gypsum plaster should not have:

- violations of sheet fastening;

- the surfaces of fasteners located under the cardboard are pre-coated with an anti-corrosion compound;

- the seams between the sheets of dry gypsum plaster and the areas adjacent to them must be primed, putty, sanded flush with the surface or treated with rustication;

- detachment of cardboard from gypsum from the end of the sheet by more than 20 mm;

- tears of cardboard with gypsum exposure to a length of more than 30 mm;

- more than two broken corners at the joint of sheets over the entire surface and more than one broken corner in one joint.

Surfaces lined with asbestos-cement sheets, subject to preparation for painting, should not have pits, scrapes, sagging, curvatures.

3.5.3. When preparing surfaces for painting, the following technological operations should be performed:

- surface cleaning;

- smoothing the surface;

- jointing cracks;

- priming;

- partial grease;

- grinding greased places;

- continuous putty;

- grinding;

- the second continuous putty;

- grinding.

3.5.4. Clean the surfaces and cracks on it from dust, dirt, splashes and drips of solution using metal scrapers, flakes, artificial pumice, fixed in a cage, a hinged float or electric sander machine PWS 750-125 with a disc metal brush. Fat spots are washed with a 2% hydrochloric acid solution using a brush; efflorescence on the surface is swept away with brushes, the cleaned places are washed for an hour with industrial vacuum cleaner A-230 / KB and dry the surface diesel air heater Master B 150 CED

Routing

Anti-corrosion protection works

1. General requirements. 4
2. The procedure for the production of work. 5
3. The need for machines and mechanisms, technological equipment and materials. 13
4. The composition of the brigade by profession .. 14
5. Solutions for labor protection, industrial and fire safety. 15
6. Scheme operational control quality. 23
7. Reference list. 31

Appendix 1 Technological regulations for painting metal structures with ZINOTAN and POLYTON enamels produced by VMP in the conditions of a construction site. 32

1. General requirements

Routing designed to perform a set of works on anti-corrosion protection of aboveground structures and equipment during the construction of the facility

The technological map is developed in accordance with the requirements of the following regulatory and technical documentation:

• SNiP 12-03-2001. Labor safety in construction. Part 1 General requirements;
• SNiP 12-04-2002. Labor safety in construction. Part 2 Construction production;
• SP 12-136-2002. Labor safety in construction. Occupational health and safety solutions in construction management projects and work production projects;
• SP 126.13330.2012 Geodetic works in construction. Updated edition of SNiP 3.01.03-84;
• SP 45.13330.2012 Earthworks, foundations and foundations. Updated edition of SNiP 3.02.01-87;
• SP 48.13330.2011 Organization of construction. Updated edition
  SNiP 12-01-2004;
• OR-91.200.00-KTN-108-16 "Procedure for the implementation of construction control of the customer when performing construction and installation works at the facilities of the organizations of the Transneft system ”.
• OR-91.040.00-KTN-109-16 "Requirements for quality services of construction contractors at the facilities of the organizations of the Transneft system".
• OR-91.010.30-KTN-111-12 "Procedure for the development of projects for the production of works for the construction, technical re-equipment and reconstruction of objects of main oil pipelines and oil product pipelines."
• RD-93.010.00-KTN-011-15 Main pipeline transportation of oil and oil products. Construction and installation work performed on the linear part of the main pipelines
• OR-91.200.00-KTN-201-14 Trunk pipeline transportation of oil and oil products. The procedure for organizing and exercising construction control over the observance of design solutions and the quality of construction of underwater crossings of the MN and MNPP
• Technological regulations for painting metal structures with the ZINOTAN composition and POLYTON enamels produced by VMP in the conditions of a construction site (Appendix 1 to this TC)

2. Procedure for the production of work

Anti-corrosion protection works should be carried out in accordance with the normative and technical documentation.

Preparatory work: placement and installation necessary materials, equipment and tooling.

Preparation of surfaces to be painted with ZINOTAN:

• elimination of surface defects;
• removal of oil and grease contamination;
• abrasive blasting from oxides (scale and rust), old paint;
• removal of dust and abrasive residues.

Staining with the composition ZINOTAN:

• preparation of the composition ZINOTAN for work;
• applying the composition;
• drying;
• quality control and acceptance of ZINOTAN coating.

Coating operations:

• preparation of covering paints and varnishes (POLYTON-UR and POLYTON-UR (UV) enamels) for work;
• application of coating paints and varnishes;
• drying the coating;
• quality control and acceptance of the coating.

Metal surface preparation

Before applying the ZINOTAN primer, surface defects (sharp edges, burrs, welding spatter, etc.) must be removed from the surface of metal structures; sharp free edges to be primed may be blunt with a 2 × 2 mm chamfer with rounding of the corners; the surface must be free from dirt, dust, grease stains, rust and scale.

Particular attention should be paid to cleaning bolted joints, sinks, pockmarks and hard-to-reach areas.

Welded seams must comply with GOST 23118, must be solid and continuous (continuous) without pores, cracks and breaks. The shape of the weld should be smooth, with a smooth transition from the bead of the weld to the metal.

Clean structures from peeling scale, dirt, layers of old paint with a spatula or hand tool.

Degrease metal structures to the first degree in accordance with GOST 9.402, using white spirit (in accordance with GOST 3134) or solvents of grades 646, 648 (in accordance with GOST 18188). Degreasing operations should be performed prior to abrasive blast preparation of the surface.

Degreasing is allowed to be carried out by jet washing, a brush, a soft hair brush or a lint-free cleaning material (rags). After degreasing, dry the surface with dry clean air by ventilation until the solvent vapors are completely removed.

The surface of metal structures should be cleaned of oxides (scale and rust) and old paint by abrasive blasting to grade 2 in accordance with GOST 9.402 or Sa 2 1/2 (in hard-to-reach places- Sa 2) according to ISO 8501-1, using an abrasive with a particle size that ensures the required surface cleanliness and roughness. The abrasive material shall comply with the requirements of ISO 11126.

The surface after abrasive blast cleaning to Sa 2 ½ according to ISO 8501-1, when viewed with the naked eye, must be free of scale, rust, burn-on and other non-metallic layers. Different shades of the cleaned surface are allowed from light gray to dark gray, caused by different roughness of the surface of metal structures.

Optimal surface roughness Rz from 30 to 50 microns in accordance with GOST 2789; according to ISO 8503-1 - thin (Comparator type G - between segments 1 and 2, but lower than segment 2).

Before cleaning, check the presence of moisture and oil in the supplied air - compressed air must comply with the requirements of GOST 9.010 (compressed air group 2).

The quality of air purification is checked by directing a stream of compressed air from a nozzle onto a sheet of filter paper. Air purity is considered sufficient if no traces of oil and moisture remain on the paper after blowing for 10-15 minutes. If the air purification is not satisfactory, the filter gasket of the oil-moisture separator must be replaced.

Dust the surface after cleaning by blowing dry, clean compressed air. The degree of dedusting of the surface should be no more than 2, with a particle size of no more than class 2 (ISO 8502-3 "Evaluation of dustiness of steel surfaces prepared for paint application (Adhesive tape method)").

In the case of an increased likelihood of the presence of pollutants on the surface under the conditions of a construction site, operations should be carried out to control the presence of soluble iron corrosion products in accordance with ISO 8502-1 and chloride contamination in accordance with ISO 8502-6, ISO 8502-9 (before and after washing with water, as well as before and after abrasive blasting). The maximum content of water-soluble salts and

impurities on the surface should not exceed the conductivity value corresponding to the NaCl content of 20 mg / m2.

The interval between cleaning the surface and painting it in the open air in the absence of moisture condensation on the surface and excluding any kind of contamination should be no more than 6 hours. It is allowed to increase the duration of the break up to 24 hours while maintaining the quality of the prepared surface.

Enamels POLYTON-UR and POLITON-UR (UV) should be applied on a clean, free from dust and grease contamination, dry surface of coatings ZINOTAN and POLYTON-UR, respectively.

The procedure for painting work

Conditions for carrying out painting works

When carrying out painting work, it is necessary to control the conditions environment(temperature and relative humidity, wind speed).

In the conditions of the construction site, painting work should be carried out in the absence of precipitation in calm weather (at a wind speed of more than 10 m / s, painting work is prohibited). The temperature of the surface to be painted must be at least 3 ° C above the dew point (Appendix B).

Composition ZINOTAN and POLYTON-UR enamel may be applied at ambient temperatures from minus 15 to plus 40 ° С and relative humidity from 30 to 98%.

Enamel POLYTON-UR (UV) should be applied at an ambient temperature of + 5 to + 40 ° C and a relative humidity of no more than 85%.

When carrying out painting works in conditions of low temperature, paint and varnish materials, as well as all equipment, including hoses, spray guns, etc., must first be kept for 24 hours in a warm room with a temperature of at least plus 15 ° C.

When storing paints and varnishes in freezing temperatures, it is recommended to keep them in a closed heated room for 24 hours before applying.

It is forbidden to paint surfaces covered with frost and ice.

The drying time of one-packing polyurethane materials ZINOTAN and POLYTON-UR depends on the relative humidity of the ambient air and decreases with its increase.

The drying time of POLYTON-UR (UV) enamel depends on the ambient temperature, and when it rises, it decreases

For large structures, use airless spray method. Before applying the material, it is necessary to strip paint hard-to-reach places (bolted joints, welds, etc.) with a hair brush with a short thick bristle.

Parameters for airless spray application:

a) spray pressure: 10 - 20 MPa (100 - 200 bar); b) nozzle diameter:

1) for the composition ZINOTAN - 0.015´´ - 0.021´´ (0.38 - 0.53 mm);

2) for POLYTON - UR enamel - 0.013´´- 0.021´´ (0.33 - 0.53 mm);

3) for POLYTON - UR (UV) enamel - 0.011´´ - 0.015´´ (0.28 - 0.38 mm);

c) the angle of the spray when spraying - depending on the configuration of the surface to be painted: for structures with a width of up to 100 mm - 20 °; for structures with a width of 100 to 350 mm - from 40 to 60 °; for structures with a width of more than 350 mm - 80 °;

When working with airless spraying devices (APR), it is necessary to follow the instructions for their operation and maintenance. Before starting painting, to clean the equipment of previously used paints and varnishes, the SOLV-UR solvent (TU 2319-032-12288779) or (additionally for POLYTON-UR (UV) enamel) - oil solvent (GOST 10214) should be passed through the paint sprayer.

At the end of the work, all equipment and equipment for the application and preparation of materials should be washed with a solvent. To flush the painting equipment from the applied paints and varnishes, use SOLV-UR solvents, petroleum solvent; additionally for the composition ZINOTAN and POLYTON-UR enamel - solvents of the R-4, 646, 647 brands.

General requirements for painting work

When working with one-packing polyurethane paints and varnishes (ZINOTAN, POLYTON-UR), it is necessary to take measures to reduce their contact with air in containers:

- during breaks in work, the container with the material should be tightly closed with a lid;

- use the material in an opened container during the work shift; in case of incomplete use, the working composition remaining in the container should be poured with a thin layer of SOLV-UR solvent and the container should be tightly closed with a lid.

When carrying out painting work, the following requirements must be taken into account:

- the spray gun should be positioned perpendicular to the surface to be painted at a distance of 200 - 400 mm;

- when painting, do not allow gaps, drips;

- the overlapping of paint zones on the previously applied coating must be at least 200 mm.

The coating should be applied in an even layer. In the process of work, it is necessary to visually control the continuity of the coating for the presence of unpainted areas, the number of layers and the thickness of the wet layer using an uncured layer thickness gauge (“comb”) in accordance with ISO 2808 (method 1). The thickness of the wet layer is worked out by the painter when mastering the technology.

The adhesion control of the coating should be carried out by the cross-cut method according to GOST 15140 (method 2), by the cross-cut method according to ISO 2409 or by the X-shaped cut method according to ISO 16276.

Full curing of the coating for use (a set of physical and mechanical properties) occurs within 7 days (at an ambient temperature of plus 20 ° C) after applying the finishing layer (POLYTON-UR (UV) enamel).

Application of the compositionZINOTAN

Before using the composition, check the tightness of the container, then open the container and mix the composition until uniform with a high-speed mixer for 3 minutes.

Perform composition control by outward appearance for compliance with the requirements of regulatory documents for the material (indicator 1 of Table A.1 of Appendix A.

The composition ZINOTAN is a thixotropic material. For airless application and painting with a brush (roller), use the material as supplied. If necessary, the composition can be diluted with a SOLV-UR solvent (TU 2319-032-12288779) or an oil solvent (GOST 10214) immediately before application. Dilution rate not more than 5% by weight

The composition should be applied after acceptance of the surface of metal structures prepared for painting.

Apply one layer of the composition with a thickness of a wet layer according to clause 7.3.3. Each subsequent layer (if necessary) is applied after the previous layer has dried to "tack" (light pressure on the coating with a finger does not leave a trace and does not give a sticky feeling), which corresponds approximately to degree 2 in accordance with GOST 19007.

The dry film thickness of the ZINOTAN coating must be at least 80 microns. In hard-to-reach places, a local excess of the coating thickness of up to 200 microns is allowed in the absence of drips, cracking and deterioration of the adhesion of the coating to the metal.

Carry out acceptance of the ZINOTAN coating according to the following characteristics:

• thickness (there should be no areas with a coating thickness less than 80 microns).

Application of POLYTON-UR enamel

Before using the enamel, check the tightness of the container, then open the container and mix the enamel until uniform with a high-speed mixer for 3-5 minutes.

Check the enamel in appearance for compliance with the requirements of the regulatory documentation for the material (indicator 1 of Table A.2 of Appendix A.

POLYTON-UR enamel is a thixotropic material; For airless application and painting with a brush (roller), use the material with the viscosity as delivered. If necessary, dilute the enamel immediately before application to the working viscosity with SOLV-UR solvent (TU 2319-032-12288779) in an amount of not more than 10% by weight.

POLYTON-UR enamel should be applied after preparation and acceptance of the surface quality of metal structures primed with ZINOTAN. The minimum time before applying POLYTON-UR enamel over ZINOTAN coating is given in table 4.

The maximum allowable time before applying POLYTON-UR enamel for ZINOTAN coating is 2 years

Apply POLYTON-UR enamel. Each subsequent layer of enamel (if necessary) should be applied after the previous one has dried to "tack" (light pressure on the coating with a finger does not leave a trace and does not give a sticky feeling), which corresponds approximately to degree 2 in accordance with GOST 19007.

The total thickness of the coating ZINOTAN (1 layer) + POLYTON-UR (1 layer) must be at least 140 microns, the coating ZINOTAN (1 layer) + POLYTON-UR (2 layers)

- not less than 200 microns.

In hard-to-reach places, a local excess of the coating thickness up to 300 microns is allowed in the absence of drips, cracking and deterioration of the adhesion of the coating to the metal.

Carry out acceptance of the coating ZINOTAN + POLYTON-UR according to the following characteristics:

• appearance (there should be no streaks, cracking, peeling, etc.);
• thickness (there should be no areas with a thickness less than required).

Application of POLYTON-UR enamel (UV)

Before using the enamel, check the tightness of the container with the components, and then open the container. Stir the enamel base thoroughly with a pneumatic or other high-speed mixer for 1-3 minutes until smooth. Completely pour the hardener from the kit into the base with constant stirring, after which the enamel is ready for use. If it is necessary to prepare a smaller volume of enamel, add a hardener to the base in the ratio indicated on the container label and in the quality certificate.

The vitality of the enamel is at least 4 hours.

Control the enamel in appearance for compliance with the requirements of regulatory documents for the material (indicator 1 of Table A.3 of Appendix A.

The relative viscosity of the enamel according to a viscometer of the VZ-246 type with a nozzle diameter of 4 mm in accordance with GOST 8420 in 10 minutes after mixing should be from 20 to 150 s.

For airless application and painting with a brush (roller), it is recommended to use the enamel as supplied.

Enamel application

Enamel POLYTON-UR (UV) should be applied after receiving the surface prepared for painting with POLYTON-UR coating. The minimum time between the application of POLYTON-UR enamel and POLITON-UR enamel (UV) is given in Table 5 (but not earlier than 24 hours after the application of POLITON-UR enamel). The maximum allowable time before applying POLYTON-UR (UV) enamel over POLYTON-UR coating is 1 year

Drying is natural. If it is necessary to apply several layers of POLYTON-UR (UV) enamel, apply the next layer no earlier than 6 hours after applying the previous layer (at a temperature of (20 ± 2) ° С).

The total thickness of the coating ZINOTAN + POLYTON-UR + POLYTON-UR (UV) must be at least 200 microns.

A local excess of the total thickness of the coating up to 400 microns is allowed in places that are structurally difficult for painting in the absence of drips, cracking and deterioration of the adhesion of the coating.

Carry out acceptance of the finished coating according to the indicators given in table 2.1.

Table 2.1 - Coating characteristics determined during acceptance control

Coating characteristic name	Method of determination	Coating characteristic
1 Appearance	Visual inspection in natural daylight	Solid solid of the corresponding color. Not allowed mechanical damage, drips, peeling, bubbles and other defects characteristic of the paintwork.
2 Thickness	Determination of thickness according to GOST 31993	The thickness must correspond to the total thickness of the coating according to 1.1.2.
3 Adhesion	With a coating thickness of up to 200 microns - according to GOST 15140, method 2 (lattice notch method)	Not more than 2 points - slight flaking of the coating in the form of small scales at the intersection of the lattice lines is allowed. Violation is observed on no more than 5% of the lattice surface.
	For coating thickness up to 250 microns - according to ISO 2409, transverse notch tests	No more than 1 point - delamination of small coating flakes at the intersection of the incisions is allowed. The delamination area is slightly greater than 5% of the grating area.
	With a coating thickness of more than 250 microns by the X-notch method according to ISO 16276-2	No more than 2 points - delamination along the cuts is allowed, reaching up to 1.5 mm.

3. The need for machines and mechanisms, technological equipment and materials

The need for basic construction machines and mechanisms are given in table 3.1.

Table 3.1

	equipment identification		Brand, type *			Specifications
	1		2			3
	1 Equipment for surface preparation
	1.1 Abrasive blasting machine		DSG-250-SP DSG-250-SP DBS-100 DBS-200		Working pressure 0.5 - 0.7 MPa Compressed air consumption 4.5 - 10 m3 / min
	1.2 Electric grinding machine		E-2102		Abrasive wheel diameter 180 mm
	1.3 Pneumatic grinding machine		MCSR No. 1		Wire brush diameter 100mm; Rotational speed 8500 rpm
	2 Painting equipment
	2.1 Airless spray systems		"President", Bulldog, King ("GRACO", USA); (Germany); Unit "7000N" (VZSOM, Lithuania)		Productivity in terms of consumption of paintwork materials from 3.6 to 13.0 l / min Pump drive - pneumatic or electric
	3 Fixtures and fittings for the preparation of paints and varnishes
	3.1 High-speed stirrer		–		Rotation frequency from 500 to 1000 rpm (drive - pneumatic or electric)
	3.2 Lever beam scales		RN-50SH13-2		The largest limit of weighing 50 kg
4 Control devices
4.1 Viscometer		VZ-246		Nozzle diameter (4 ± 0.02) mm Capacity (100 ± 0.5) ml
4.2 Temperature and humidity meter		Elcometer 319		Temperature from minus 30 to plus 60 ° С Relative humidity 0 to 100%
		IVTM-7		Temperature from minus 20 to plus 60 ° С Relative humidity 2 to 98%
4.3 Uncured layer thickness gauge (comb)		Elcometer 3236, Constant G1		Range 20 - 370 μm Range 10 - 220 μm
4.4 Dry film thickness gauge		Elcometer 456 FBS,		Range 0 - 5000 μm (depending on the type of sensor)

The equipment specified in Table 3.1 and hereinafter in the text of this technological map can be replaced by the Contractor with a similar one available at the time of work based on the required performance and technical characteristics.

4. The composition of the team by profession

The composition of the brigade is shown in table 4.1.

Table 4.1

5. Solutions for labor protection, industrial and fire safety

When carrying out work to protect the surfaces of building structures of buildings and structures, it is necessary to comply with the safety and fire safety rules provided for by the following documents:

– Labor Code Russian Federation;

- SNiP 12-03-2001 "Labor safety in construction" part 1;

- SNiP 12-04-2002 "Labor safety in construction" part 2;

- SP 12-136-2002 "Solutions for labor protection and industrial safety in construction management projects and work production projects";

- SP 12-135-2003 “Labor safety in construction. Industry standard instructions on labor protection;

- Order of the Ministry of Health and social development RF of December 9, 2009 N 970n "On Approval of the Model Norms for the Free Issuance of Special Clothing, Special Shoes and Other Personal Protective Equipment to Oil Industry Workers Employed in Work with Harmful and (or) Dangerous Working Conditions, as well as at work performed in special temperature conditions or associated with pollution ";

- RD-13.110.00-KTN-260-14 “Main pipeline transportation of oil and oil products. Safety rules for the operation of facilities of OJSC "AK" Transneft ";

- OR-03.100.30-KTN-150-11 "The procedure for organizing fire, gas hazardous and other works of increased danger at explosive and fire hazardous and fire hazardous facilities of the organizations of the Transneft system and issuing work permits for their preparation and conduct";

- OR-13.100.00-KTN-030-12 "The procedure for admitting contractors to work on construction, technical re-equipment, reconstruction, capital and maintenance, maintenance and repair needs of the facilities of JSC "AK" Transneft ".

- RD-13.220.00-KTN-148-15 “Main pipeline transportation of oil and oil products. Fire safety rules at the facilities of the organizations of the Transneft system ”;

- Order of the Ministry of Labor and Social Protection of the Russian Federation No. 155n of 03/28/2014 "On approval of the Rules for labor protection when working at height";

Building materials should not have a negative impact on human health, i.e. do not highlight harmful substances, spores of fungi and bacteria into the environment.

All painting works associated with the use of paints and varnishes in construction must be carried out in accordance with general requirements safety in accordance with GOST 12.3.002-2014 and GOST 12.3.005-75.

When designing areas for anti-corrosion protection, warehouses, units for the preparation of emulsions, aqueous solutions, suspensions, the requirements of current standards in terms of sanitary, explosive, explosion and fire safety must be observed.

Anti-corrosion coatings should not release during external environment harmful chemical substances in quantities exceeding the maximum permissible concentration (MPC), approved in the prescribed manner.

It is forbidden to dump or pour into water bodies of sanitary and domestic use and the sewerage materials of anti-corrosion protection, their solutions, emulsions, as well as waste generated from washing technological equipment and pipelines. If it is impossible to exclude the discharge or discharge of the above materials or waste, it is necessary to provide for preliminary treatment of the effluents.

Workers engaged in surface degreasing, preparation and application of the composition must be provided with the following PPE: special protective clothing, rubber gloves in accordance with GOST 20010, requirements for eye protection in accordance with GOST 12.4.253, filter respirator RPG-67 (A) in accordance with GOST 12.4. 296.

The container in which the paint and varnish material is located must have a label with the exact name and designation of the material contained in it. The container must be intact and have tight-fitting lids.

Manual application of anti-corrosion materials should be done with brushes with protective washers at the base of the handles.

Spray guns should be used with a mass of no more than 1 kg; the force of pressing the trigger of the spray gun should not exceed 10 N.

In case of accidental spillage of paintwork materials, the place of spill must be immediately covered with sawdust or sand, having previously protected the respiratory system. Collect contaminated solvents, sawdust, sand, rags, rags in buckets and remove to specially designated places.

When LMB hits open areas skin, except for the face (eye area), wipe them with a cotton swab soaked in solvent, then rinse with soap and water.

Eating and smoking is permitted only in designated areas.

Paints and varnishes ZINOTAN, POLYTON-UR and POLYTON-UR (UF) are fire hazardous materials.

During the performance of work, the Fire Regulations in the Russian Federation of 04/25/2102 must be strictly observed. Do not use water to extinguish the fire!

Workplace lighting

At dusk, a temporary lighting mast is installed on the site to illuminate the construction site. Electricity is supplied from a mobile diesel or gasoline generator Contracting organization (diesel station). Illumination rate of the construction site - 10 lux

On the basis of GOST 12.1.046-2014, electric lighting of construction sites and areas is subdivided into working, emergency, evacuation and security. earthworks; at least 100 lux at the workplace when performing installation and insulation work; at least 2 lux on driveways within the working site; at least 5 suites in the aisles to the place of work.

At night, illumination should be carried out by projectors or lamps in an explosion-proof design.

When performing work, it is necessary to strictly comply with fire safety requirements aimed at preventing exposure to hazardous fire factors, set forth in the following regulatory documents:

- RD 13.220.00-KTN-148-15 Main pipeline transportation of oil and oil products. Fire safety rules at the facilities of the organizations of the "Transneft" system.

– Typical instruction on the procedure for conducting welding and other hot work at explosive, explosive and fire hazardous facilities of the oil industry.

• GOST 12.1.004-91. SSBT. "Fire safety. General requirements";
• GOST 12.1.010-76. SSBT. Explosion safety. General requirements";
• Fire safety rules in the forests of the Russian Federation. Resolution of the Government of the Russian Federation of June 30, 2007 No. 417;
• Fire safety rules in the Russian Federation. Resolution of the Government of the Russian Federation
  from 25.04.2012 No. 390

All workers employed at work must undergo training in PTM (fire-technical minimum), undergo fire safety briefings. Initial briefing at the workplace and targeted briefing before starting work should be carried out by the immediate supervisor of work (foreman, site manager, etc.) Introductory briefing on fire safety should be carried out by an SPB engineer, an industrial safety instructor.

The engineering and technical personnel of the organization responsible for carrying out the work must be trained in a specialized organization according to the fire-technical minimum program. This requirement for the contractor should be included in the special conditions of the work contract, in accordance with clause 7.1.7 RD-13.220.00-KTN-148-15.

The contractor must check the implementation of fire safety measures within the work site. It is allowed to start work only after all measures have been taken to ensure fire safety.

The contractor's work managers are responsible for the compliance of the subordinate personnel with the fire safety rules in force at the facility and for the occurrence of fires that have occurred through their fault, in accordance with clause 7.1.17 RD-13.220.00-KTN-148-15.

The completion of work sites with primary fire extinguishing means, depending on the type and amount of work, must be carried out by the contractor in accordance with clause 7.1.18 RD-13.220.00-KTN-148-15.

Roads and entrances to sources of fire-fighting water supply must ensure the passage of fire-fighting equipment to them at any time of the day, at any time of the year.

When placing and arranging temporary (cars), follow the requirements of section 6.5.9 RD-13.220.00-KTN-148-15.

In each residential building / carriage-house, an instruction on fire safety measures must be posted in a conspicuous place. All residents must be familiarized with the instructions for signature.

When operating electrical equipment in temporary buildings, it is prohibited:

 use receivers electrical energy(electrical receivers) in conditions that do not meet the requirements of the manufacturer's instructions, or receivers that have malfunctions that, in accordance with the operating instructions, can lead to a fire, as well as operate electrical wires and cables with insulation damaged or lost its protective properties;

 use damaged sockets, breakers, other wiring accessories;

 wrap light bulbs and lamps with paper, cloth and other combustible materials, as well as operate lamps with removed caps (diffusers) provided for by the lamp design;

 use non-standard (home-made) electric heating devices, use uncalibrated fuse-links or other homemade devices overload and short circuit protection;

 place (store) flammable (including flammable) substances and materials near electrical panels, electric motors and starting equipment.

Each building / carriage house must be equipped with at least one OP-5 fire extinguisher and one OVE-4 (OVE-5, OVE-6) or two OVE-4 (OVE-5, OVE-6) fire extinguishers. The power plant operating on liquid fuel must be provided with two fire extinguishers OVE-5 / OVE-6.

Keep the fire-fighting equipment in good working order. Passages to the boards with fire-fighting equipment must always be free and marked with appropriate signs.

General solutions to ensure fire safety:

1. Establish operational communication with the fire department.
2. Place on the construction site 2 boards with fire-fighting equipment (the number is determined in accordance with Appendix 5 "Rules of the fire-fighting regime in the Russian Federation"). Fire shields shall be equipped with primary fire extinguishing means, non-mechanized fire-fighting tools and equipment in accordance with Appendix 6 "Rules of fire-fighting regime in the Russian Federation".

It is prohibited to use primary fire extinguishing equipment, non-mechanized fire-fighting tools and equipment for household and other needs not related to extinguishing a fire.

1. Arrange temporary power supply taking into account fire safety.
2. Self-propelled equipment, welding units, compressors involved in the performance of work must be provided with at least two OP-10 fire extinguishers (each piece of equipment)
3. Illumination of working sites with lamps and floodlights in explosion-proof design, voltage no more than 12V
4. Grounding of mobile power plants. The resistance of the grounding device should not exceed 25 Ohm
5. Free access must be provided to the wagon-houses, fire-fighting equipment and fire-fighting water sources. Connecting cabin wagons to electrical network must be carried out in accordance with the Rules for Electrical Installations and must be grounded by inventory grounding. The grounding depth must be at least 1m.
6. A fire post with primary fire extinguishing equipment should be set up no further than 3 meters from the hot work area:

a) fire extinguishers OP-35, OP-50, OVE-40, OVE-50 - at least 2 pcs. any type;

b) fire extinguishers OP-5, OVE-5 - at least 2 pcs. any type;

c) a sand box with a volume of 1 m3;

d) two buckets, one crowbar, two shovels, one ax;

e) felt or fire-fighting cloth 2 × 2 m - 2 pcs. or 1.5 × 2.0 m - 3 pcs.

At the place of work, by order of the operating or contractor organization, from among the workers, create a combat crew of the DPD with the distribution of duties in accordance with the approved timesheet.

Actions in case of fire

It is necessary to establish a fire regime at the work site in accordance with the Fire Safety Regulations in the Russian Federation (approved by the Decree of the Government of the Russian Federation dated 25.04.2012 No. 390) and
RD-13.220.00-KTN-148-15.

Actions in case of fire

Actions of workers in the event of a fire

Each employee, upon detecting a fire or signs of combustion (smoke, burning smell, temperature rise, etc.) must:

a) immediately inform the fire brigade of this by phone, while it is necessary to name the address of the object, the place of the fire, and also to provide your last name;

b) take measures to evacuate people and, if possible, preserve material assets, extinguish a fire with primary and stationary fire extinguishing means;

c) inform the dispatcher (operator) of the facility or the head of the facility (senior official of the facility) about the fire.

Leaders and officials objects, persons, in accordance with the established procedure, appointed responsible for ensuring fire safety, upon arrival at the place of fire, must:

a) report a fire to the fire brigade, notify the management and duty services of the facility;

b) in case of a threat to the lives of people, immediately organize their rescue, using the available forces and means for this;

c) check the activation of automatic control systems, if any (fire extinguishing, cooling (irrigation), smoke protection, warning and evacuation systems in case of fire);

d) if necessary, turn off the electricity (except for the UPZ), stop the operation of transporting devices, units, apparatuses, take other measures to prevent the development of hazardous fire factors;

e) stop all work (if it is permissible by technological process production), except for work related to fire extinguishing measures;

f) remove from the danger zone all workers who are not involved in extinguishing the fire;

g) implement general guidance on extinguishing a fire (taking into account the specific features of the facility) before the arrival of the fire department;

i) ensure compliance with safety requirements by workers involved in extinguishing the fire;

j) simultaneously with extinguishing the fire, organize the evacuation and protection of material assets;

k) organize a meeting of fire departments and provide assistance in choosing the shortest path to approach the fire;

l) inform the fire brigade units involved in extinguishing fires and carrying out priority rescue operations related to them, information about the processed or stored at the facility hazardous (explosive), explosive, potent toxic substances necessary to ensure the safety of personnel.

Upon arrival of the fire department, the head or a person replacing him informs the head of extinguishing the fire about the constructive and technological features facility, adjacent buildings and structures, the amount and fire hazard properties of stored and used substances, materials, products and other information necessary for successful fire extinguishing, the operation of the UFZ, emergency systems, also organizes the attraction of the facility's forces and funds to the implementation of the necessary measures related to the elimination fire and prevention of its development.

6. Scheme of operational quality control

Construction control should be carried out by the construction control units of the CCC at all stages of the implementation of all types of construction and installation work. It is prohibited to carry out construction and installation works without the participation of the CCM. The contractor is responsible for the organization and quality of construction control.

The CCM must carry out construction control in the course of each technological stage of work. The results of the construction control are recorded daily in the construction control log of the contractor at the work site, the general log of work and the log of comments and suggestions. The construction control log of the contractor is drawn up in accordance with Appendix B OR-91.200.00-KTN-108-16.