In the section on the question How many square meters can a plasterer plaster in a day? given by the author Neurologist the best answer is 20 meters on the floor is about 40 on the walls. the norm for a plasterer is 8-10 meters per working day. it will turn out really from 3 to 5 days depends on the walls. gypsum plaster faster

Answer from Venya-Benya[guru]
If my Ma didn’t sleep now, I would definitely tell you :))

Answer from Enlightened[guru]
Do you imagine the work of a plasterer?
If everything is done in a good way, then 20 square meters can be done in 3-5 days, depending on what ceiling was before work.
And if you do it like a housing office or guest workers, then you can do it for 1 slave. day to cope.
Moreover, if you follow the technology and everything is in order, so that the rodbant does not fall off, you first need to go through the ceiling with a primer (it will take a day for it to dry completely), then after priming with betocontact (another day).
If the ceiling is curved, you need to freeze the beacons in terms of level, it will also take a day for them to dry, then you can already take on the
ceiling plaster. The work of visiting "masters" is expensive, but it's not a fact that everything is done there in good faith.
But the work of a skilled worker costs twice as much, but the work will last as long as you live.

Answer from Detached[guru]
In 2.5 days - I could easily do such a job - with the installation of beacons

Answer from ""Poetess""[master]
Normally but state enterprise the plasterer must plaster 8 square meters in 8 hours of work, if on the kolyma it is possible to try and quite realistically plaster 15-20 square meters per day, again, everything depends on what layer of plaster and what to plaster (on the grid, on the shingles, brick, cinder block....)

Answer from Dunno[guru]
an average of 15 sq. m. per day, depending on the walls, you can drive 30 squares.

Answer from Galina Berezina[expert]
You can plaster the entire length of the room, but to a height of not more than 1.5 m2. In order for the lower part to strengthen, the rest of the area is plastered the next day

Answer from Borya Bonev[guru]
norm 9-12 sq. m per shift from the finished solution

Answer from Katya Yurikova[newbie]
20 square meters

Answer from Maxim Khoteev[newbie]
I listen to all this nonsense and am surprised, many people seem to confuse plaster with putty. do you have any idea what it means to plaster 20 squares with beacons placed in a day? you can drive 30 on zalepuhe.

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MINTYAZHSTROY USSR
GLAVSREDURALSTROY
Trust ORGTEHSTROY

ROUTING

PLASTERING IN A BRICK HOUSE
series 1-447s-34

Sverdlovsk 1969

The maps of labor processes were developed on the basis of generalization of the experience of advanced teams of plasterers of the Sverdlovskgrazhdanstroy trust and the conduction of schools of advanced methods plastering works organized by the Orgtekhstroy trust of Glavsreduralstroy in other construction organizations of the Glavka.

LIST OF STANDARD CARDS OF LABOR PROCESSES FOR PLASTERING IN A RESIDENTIAL BRICK HOUSE SERIES 1-447S-34

I. Scope

The technological map for plastering work has been developed in relation to standard project 5-storey brick residential building series 1-447s.

The flow-link method of plastering work adopted by this map helps to improve the quality of work and increase labor productivity. The work is carried out in rhythm: 14 days - entrance. The size of the brigade is 21 people, the brigade works in one shift.

II. Technical and economic indicators

1. Number of apartments - 58, including: 3-room apartments - 20; 2-room apartments - 14; 1-room - 24; staircases - 3.

2. The volume of plaster work for the whole house, m 2 ... .. 11510

3. Labor intensity of plastering work for the whole house, man-days ..... 829.5

4. Labor intensity per 1 m 2 of plaster, man-days ... .. 0.07

5. Output per 1 plasterer per shift, m 2 .…. 13.90

6. Duration of plaster work for the whole house, days (working) ..... 39.5

7. The cost of labor for the whole house, rubles .. ... 3985

8. Average daily wage for 1 worker, rub..... 4.80

III. Organization and technology of the construction process

1. Prior to the plastering of the premises, the following work must be performed:

a) all general construction works (except finishing);

b) mounted, pressure tested and tested systems central heating, water supply and sewerage;

c) hidden electrical wiring and wiring of low-current lines have been laid and checked;

d) ventilation ducts were cleaned, temporary openings were sealed and the premises were cleaned from debris;

e) a plastering station has been installed, mortar pumps, a vibrating screen and other mechanisms have been checked and tested;

f) water supply to the plastering station and each floor is provided by connecting rubber hoses to the internal water supply risers.

Premises, buildings must be accepted by the foreman of the plastering team for plastering work from the team that performed the previous work.

2. Plastering work is carried out sequentially, starting from the 5th floor. Having finished work in one entrance, the plasterers move on to the next, and so on.

3. In accordance with the accepted flow-link method, the team of plasterers is divided into 7 links. After working for some time on the performance of any one operation and having mastered this type of work well, the link proceeds to perform other operations. Gradually, each worker of the brigade must master all types of work.

4. Considering that plaster solutions arrive at the site no earlier than 11 am, it is necessary to provide a supply of lime mortar for work in the morning hours in the amount of3-4 m 3, ensuring its acceptance at the end of the working day. If the solution is received only in the second shift, it is necessary to ensure its supply for the work of the brigade for the entire first shift.

5. The brought mortar is enriched by adding appropriate binders: cement, lime paste, gypsum, depending on the type of surface to be plastered and its purpose.

To process the solution, a temporary unit is installed at the site site. The room for this node is assembled from inventory shields; it houses a mortar mixer, an inventory box for receiving a solution with a capacity of 4.5 m 3.

The solution is pumped screw pump immediately into the loading bucket of the mortar mixer, cement is also added there, depending on the type of surface to be plastered and the quality of the mortar brought. From the mortar mixer, the solution enters the vibrating sieve with cells 5´ 5 mm, and from there into the mortar pump hopper. As the hopper is filled, the minder turns on the mortar pump and the solution is fed to workplace. The same mortar pump delivers the solution for straining through an inclined sieve with cells of 1.0´ 1.0 mm. The filtered solution goes to the coating, and the screening is fed by a mortar pump into the receiving box. Mechanisms (mortar pumps supplying mortar for coating and screening), containers, an inclined sieve are installed in one of the rooms ground floor for convenience in winter. The mortar pumps supplying the solution to the mortar pipelines have been modernized. They are equipped with compensators and auto-regulators, which are proposed by N.P. Shepelenko.

6. The compensator (see drawing K-00-00) is installed on the mortar pump instead of the existing air cap. When the pump piston moves forward, the air in the compensator pipe is compressed, and when the piston moves back, it expands and sends an additional portion of the solution into the mortar pipeline. Due to this, the pulsation is smoothed out, the rubber mortar pipeline does not wear out at the kinks, and most importantly, when the mortar is applied mechanized, the torch is even.

7. Auto-regulator (see drawing A-00-00) serves to increase the reliability of protection of mortar pumps from overloads, regulation of the nozzle torch and its performance. Rubber hoses with a diameter of 51 and 38 mm are used as mortar pipelines. In order to facilitate the work of the worker performing the nozzle, the last 10 m of the mortar conduit are made of hoses with a diameter of 32 mm (for spraying and soil) and a diameter of 25 mm (for covering) and are connected to the main mortar conduit using an adapter. A rod is attached to the end of the hose.

8. The fishing rod is a composite (threaded) pipe with a diameter of 3/4 "with a plug valve; depending on the consistency of the solution, an appropriate auger nozzle is screwed onto the end of the fishing rod.

Nozzles differ only in the volume of the screw chamber and the diameter of the outlet. Each nozzle has a set of nozzles with different outlets.

For work in bathrooms, the middle part of the pipe is thrown away.

9. Grouting of surfaces is done manually, but grouting can be done mechanically; for this purpose, a map for grouting plastered surfaces with a C-943 pneumatic trowel has been developed separately. To operate this machine stairwell two inventory risers for water and compressed air are mounted. Compressed air supplied by compressor 0-38.

10. For units performing work not related to the mechanical application of the solution, the solution is fed at the beginning of the shift into special containers. Cement, gypsum are fed to the floors in bags using a lift designed to service teams performing finishing, roofing and other work.

IV. Evaluation of the quality of work

1. The adhesion strength of individual layers of plaster to each other (spray, primer and top layer), as well as to the surface to be plastered, should be checked by light tapping.

2. Cracks, bumps, shells (dutiki), coarsely rough surface, gaps at window sills, platbands, skirting boards, heating appliances and others are not allowed.

V. Organization and methods of work

1. The basis for organizing the process of plastering work provides for dividing it into operations - the division of labor between ranks, that is, the flow-link method of performing work.

2. The units of the brigade are completed depending on the complexity, labor intensity and duration of the work performed and are included in the flow in a strict technological sequence.

3. Within the links, labor is distributed among individual plasterers in accordance with qualifications.

The composition of the brigade and the distribution of work by links

Notes . 1. Preparatory work(preparation of the surface for plastering, sealing of junctions) are carried out by workers who are not engaged in the main work (in the absence of a work front). After the preparatory work, the plasterers perform the main operations in separate sections - applying spray, soil, coating, plastering slopes, ceilings.

2. Work on plastering the ceiling is carried out by 2 units of 2 people each (see insert).

List of mechanisms, fixtures and tools for a team of plasterers of 21 people.

Uniform norms of production and time

COLLECTION E8

FINISHING COATINGS OF BUILDING STRUCTURES

FINISHING WORK

INTRODUCTION

1. The production and time standards of this collection provide for the main types of finishing work: plastering, painting, wallpaper, glass and facing.

2. The structures of buildings and structures to be finished must comply in terms of quality and tolerance with the requirements provided for by the chapters of the relevant SNiPs and GOSTs.

3. Materials and products used for finishing work must meet the requirements of the relevant standards.

4. Finishing work is carried out in accordance with the project for the production of works (PPR) for the construction of buildings and structures. The main requirements for the quality of finishing work, limit deviations are given in the technical parts to the relevant chapters of the collection.

5. The norms take into account the performance of the following auxiliary operations, which are not additionally paid:

cleaning of treated surfaces from contamination with a spatula with sweeping or wiping with rags up to 10% of the entire area, except for the norms of § E8-1-15 table 2, line 7, tables 5, 6, 7, 9; E8-1-18 Table 2; E8-1-19; E8-1-28 tables 3, 4, in which direct norms are given for this operation;

surface wetting;

shoveling the finished solution;

rearrangement and relocation within one section of scaffolding tables with rearrangement of shields, stepladders and under them ladders when processing internal surfaces up to 3.5 m high, except for § E8-1-33;

protection of sanitary appliances, window panes and joinery with simple improvised means;

movement of materials at a distance of up to 30 m, given to the horizontal.

6. The norms provide for the performance of work at a height of up to 3.5 m.

When processing surfaces located above 3.5 m (from the floor or ceiling mark), with the movement of ready-made mobile scaffolds, multiply by 0.8, -1.25 (VT-1).

7. Norms are not taken into account and are paid additionally:

installation and rearrangement of scaffolding, continuous tape and other fixed scaffolds - according to the collection E6 "Carpentry and joinery in buildings and structures";

movement of materials at a distance in excess of that specified in paragraph 5 of this introductory part - according to the collection E1 "Internal transport work";

preparation of mortars (except in special cases) - according to the collection E3 "Stone work";

maintenance of compressors and installation of air ducts and mortar pipelines.

8. The norms provide for the performance of work in rooms with a floor area of ​​St. 5 m. When working in rooms with floor area up to 5 m and multiply:

according to chapter 1, except for § E8-1-13, 0.67, 1.5 (HF-2);

according to Ch.2, 3, 5 0.83, 1.2 (HF-3).

9. The norms of § E8-1-1 Table 2 columns "e" and § E8-1-5 Table 1 apply only in some cases with the obligatory execution of an act for work related to the revision building structures and details on the construction site.

10. All types of finishing work covered by this collection must be carried out in compliance with the rules provided for by SNiP III-4-80 "Technique".

Workers must know and follow the specified safety regulations when performing work.

11. Tariffication of works is made in accordance with the ETKS of works and professions of workers, issue 3, section. "Construction, installation and", approved in 1985 with subsequent additions and changes as of 1987

12. The paragraphs show the norms of production () and the norms of time () in the form of a fraction (above four, under the line -) or separately in two adjacent columns.

13. Time standards are given in man-hours for the meter adopted in the paragraph.

14. Production rates are calculated on the basis of time rates () per unit of the accepted work meter based on a work shift of 8 hours for 1 worker. When performing link processes, it is determined by multiplying for 1 worker by the number of workers involved in the performance of the corresponding work.

15. Prices are calculated directly in, based on the time standards established in these organizations.

Chapter 1. PLASTERING

Technical part

1. The norms of this chapter take into account the performance of internal and external plastering works in accordance with the requirements of section 3 of SNiP 3.04.01-87 "Insulating and finishing coatings".

2. When performing plastering works, all technological operations, where mechanization means are provided, must be performed only by mechanized method. Applying the solution manually is allowed in rooms with a floor area of ​​​​5 m or less, as well as in conditions that do not allow the use of means of mechanized application of the solution.

3. Concrete and gypsum concrete surfaces are treated before plastering: cutting, notching, priming with a 7% solution of polyvinyl acetate and subsequent plastering with a polymer cement mortar, treatment with a 10% solution of technical hydrochloric acid.

Smooth surfaces of concrete elements of prefabricated structures, as well as rolled gypsum concrete panels with a clean, smooth surface, are not subject to plastering.

4. When plastering rooms with a height of more than 3.5 m and facades, inventory scaffolding is provided. The scaffolding used must be sustainable, providing safe work plasterers.

5. and taken into account, except in special cases:

with mechanized supply and mechanized application - the use of lime-gypsum, cement-lime or cement mortars;

with manual plastering - the use of cement-lime or cement mortars.

6. With mechanized supply and mechanized application of lime and clay mortars, as well as with manual plastering - the use of warm and cold lime, lime-gypsum, cinder and clay mortars - multiply by 1.2, - by 0.85 (PM-1) . When working with chlorinated lime mortars multiply by 0.9 (PM-2). When working with chlorinated cement-lime or chlorinated cement mortars- - by 0.9, - by 1.1 (PM-3).

7. When plastering facades, it is provided that the area of ​​openings does not exceed 20% of the area of ​​facades. With a larger opening, multiply by 0.83, - by 1.2 (PM-4).

The percentage of opening is determined for each wall (main facade, courtyard facade, end facade) and for each type of plastering (regular, decorative) separately.

8. The measurement of the performed plastering work is calculated minus the area of ​​the openings along the outer rim of the boxes. With a width of cornices or abutments exceeding 300 mm, the areas occupied by them are excluded from the measurement.

9. In the production of plastering work must be observed technical requirements given in the following table:

10. When accepting plastering work, the following requirements are imposed on finished coatings in accordance with SNiP 3.04.01-87 "Insulating and finishing coatings":

the plaster must be firmly connected to the surface of the plastered structure and not peel off from it;

plastered surfaces should not have limit deviations exceeding those given in the table.

Workers must know and comply with all the requirements for the quality of work performed, provided for in this chapter.

§ E8-1-1. Preparation of surfaces for plastering

Guidelines for the application of standards

The norms of this paragraph provide for the coating of concrete, reinforced concrete, brick and wood architectural details(cornices, belts, etc.), junction points wooden parts buildings with stone, brick and concrete structures a metal mesh with cells measuring 10x10 mm or weaving from wire with cells measuring not St. 40x40 mm, if necessary, plastering with a layer of St. 20 mm.

Places of mating of plastered surfaces made of different materials, are upholstered with a metal mesh with an overlap of 4-5 cm on both sides of the joint, and the surfaces wooden structures- lathing boards with a mesh size of 45x45 mm in the clear without weaving the pancakes.

Upholstery with piece shreds is made only with small amounts of work.

Notching surfaces and felling concrete sags

Composition of the work

1. Notching the surface with strokes or cutting down the influx of concrete. 2. Surface cleaning.

Table 1

table 2

Production rates in m
Norm of time per 100 m of prepared surface

Plaster mesh fastening and braiding with wire over nails

Scope of work

When punching the mesh along the frame coated with a solution

1. Marking and cutting the grid. 2. Penetration of the mesh to the finished frame with tension. 3. Preparation of cement milk. 4. Spraying the mesh with cement milk (when coated with lime-gypsum mortar). 5. Preparation of lime- gypsum mortar. 6. Coating the grid with a solution.

When fastening mesh strips in the corners and on the furrows or at the junction of structures made of different materials

1. Marking and cutting the grid into strips. 2. Attaching the mesh to wooden surfaces nails; to brick, concrete - mortar. 3. Preparation of gypsum mortar by hand.

When wrapping metal beams with mesh

1. Marking and cutting the grid. 2. Wrapping the beams with mesh with fastening.

When braiding wire over nails

1. Stuffing nails. 2. Braiding with wire.

Table 3

Production rates in m
Time limits for meters indicated in the table

Upholstery of wooden surfaces

Plasterer 2 bit.

Table 4

Production rates in m
Time limits for 100 m of prepared surface

According to the Decree of the Central Committee of the CPSU and the Council of Ministers of the USSR, from January 1, 1956, for all construction projects, ministries and departments, uniform norms for output and prices (ENiR) were introduced with a single tariff-qualification directory, with a seven-digit tariff scale for construction workers, as well as a single scale for all construction projects of progressive piece-rate surcharges for overfulfillment of output standards.

The calculation with the workers for the work performed is carried out according to the ENiR.

The value of the norms and prices is determined depending on the nature of the work, the conditions in which it is performed, the complexity, complexity and accuracy of the materials used, machines, tools, etc.

Output standards are established taking into account the socialist attitude to work, the use of rational tools, labor methods and correct use working time.

Norms and prices, as a rule, are given for complex processes. This simplifies the rationing of construction and installation work, drawing up orders for workers, measuring the work performed, and also contributes to the widespread introduction of a piecework wage system at construction sites. In some cases, elemental norms are also given.

Shortcomings in the organization of labor and production cannot serve as a basis for any changes in norms and rates.

The norms take into account the time spent on preparing jobs; receiving tools, fixtures and materials from the warehouse; refueling, additive, tool point, as well as the maintenance of devices and machines in good condition. By virtue of the foregoing, these works are not separately paid, except as specifically provided in the relevant introductory parts and paragraphs of EH and R. The time required for rest of workers during the shift is also included in the norms.

When new machines, fixtures and tools that increase labor productivity, but not provided for in the relevant paragraphs of EH and R, are made available to workers, the use of EH and R is prohibited. In these cases, local reduced time standards and rates should be established, which are put into effect by order of the construction manager.

If innovative workers make various improvements in the organization of their work, the time standards and rates for them must remain unchanged for six months.

The regulations provide normal conditions production of construction and installation works. When performing work in special conditions that are not provided for by paragraphs EN and R, local norms and prices are developed by the methods of technical regulation, which are approved and put into effect by order of the construction manager.

In uniform norms and prices, two indicators are established: time standards (N. time) and prices (Rates). They are given either as a fraction (in the numerator - N. vr., in the denominator - Rasc.) or in two adjacent columns. For mechanized processes, usually instead of the norm of time, the norm of the productivity of the machine is indicated, or both are given.

The time standards are given in man-hours for the meter indicated in the paragraph. Prices are given in rubles and kopecks for the same meter and are calculated by multiplying the norms of time by the corresponding estimated hourly rates of pieceworkers.

In addition, in paragraphs EH and R, the calculated composition of links or the category of workers for those types of work that are performed individually or by a group of workers of the same category are given.

The fulfillment of the task by workers of different categories than those indicated in paragraphs EH and R, as well as a change in the composition of links or the performance of link work on an individual basis cannot serve as a basis for any recalculation of rates and prices.

The norms and prices in the text of the paragraphs or in the relevant introductory parts also provide for the transportation of materials within the place of work along horizontal paths (towing, posting, lifting to the scaffold, etc.). When using these standards, it should be borne in mind that 1 m of vertical lifting of materials corresponds to 10 m of their towing along a horizontal path. The transport of materials from warehouses to the construction site should be carried out by transport workers, and not by qualified craftsmen who perform the main work.

The work performed must meet specifications for the production and acceptance of the corresponding type of work. Marriage received through the fault of the workers must be corrected and redone without additional payment.

Let us note some features of EN and R for plastering and facing works. In EN and R it is provided, for example, that the scaffolding arranged by plasterers must be paid separately. The cost of work in EN and R is indicated for lime, lime-gypsum, gypsum and clay mortars; when working with cement and complex mortars (in cases not specifically specified in EN and R), this cost must be multiplied by 1.2. The normal thickness of high-quality plaster (according to lighthouses) is up to 3 cm, improved (as a rule) - up to 2 cm and simple - up to 1.5 cm. and Rass. increase by 15%.

Each paragraph of uniform norms and prices indicates the scope of work, the composition of the link, the category of each worker, the number of works in square meters or other measures, the cost and time required for their implementation. For example, to perform 10 m of improved plaster on the walls (as a rule) it takes 6.2 hours per worker; to perform high-quality plaster on the walls of 10 m 2 (for beacons) it takes 10 hours per worker. Knowing the amount of time required for plastering 10 m 2, it is not difficult to determine the rate of output per hour for one worker. For this, the number of works in meters (in this case 10 m 2) is divided by the time required to complete 1 m 2 of a particular type of plaster. The production rate for one hour of improved plaster by one worker is 10:6.2=1.62 m 2 .

For a better acquaintance with the norms and prices, each plasterer is obliged to carefully read the collection of EH and R, published in separate brochures, understand it, think through them and organize their work and the work of the link so as not only to fulfill, but also to overfulfill the production task.