House, design, repair, decor. Yard and garden. Do it yourself

State Construction Committee of the USSR

Gosstroy USSR

Unified norms and rates for construction, assembly and repair and construction work

Collection E4.

Installation of prefabs and device of monolithic reinforced concrete structures

Issue 1 Buildings and Industrial Constructions

Moscow 1987.

Approved by the Resolution of the USSR State Construction Committee, State Committee The USSR for labor and social issues and the secretariat of the All-Union Central Council of Trade Unions dated December 5, 1986 No. 43/512 / 29-50 for mandatory use on construction, installation and repair and construction work.

Yenir. Collection E4. Installation of precasts and device of monolithic iron concrete structures. Vol. 1. Buildings and industrial structures / Gosstroy USSR. - M.: Stroyzdat, 1987.

Designed for use in construction and installation, repair and construction and equivalent organizations, as well as in divisions (brigades, sites) of production associations, enterprises, organizations and institutions engaged in construction and overhaul The economic method translated into new conditions for remuneration of employees in accordance with the Decree of the CPSU Central Committee, Council of Ministers

USSR and the Central Bank institution "On improving the organization of wages and the introduction of new tariff rates and official salaries of employees of industrial sectors of the national economy."

Developed by the Center for the Scientific Organization of Labor and Managing the Production of Mining Court of the USSR * with the participation of the head NIS Glavakrasnoyarskststy (Section I) and the branch of the TsNOT in Elma-Ata (Section II) using regulatory materials of other ministries and departments under methodical guidance and participation Central Bureau of Labor Standards in Construction (CBNS) with VNII labor in the construction of the Gosstroy

* From August 1986, the Ministry of Construction in the Urals and Western Siberias of the USSR.

The production technology provided for in the collection was agreed with the Central Scientific Research and Design and Experimental Institute of Organization, Mechanization and Technical Assistance to Construction (CNIIIMTP).

Leading Contractor - K.F. Bright (TSN and UE).

Artists - MA Kuznetsova, N.A. Yakovleva (Tsnot and UE), Cand. tehn Sciences Sh.L. Machabeli (Tsniyomtp), V.I. Petrunyev (Tsnot and UE), Cand. tehn Sciences B. V. Zhadanovsky (Tsniyomtp), L.V. Bialik (CBNTS).

Responsible for the release - A.I. Alekseev (CBNTS).

Introductory part ................................................ .................................................. ..............................................
Section I. Installation of precast concrete structures ........................................... ......
§ E4-1-1. Installation of foundation blocks or plates ............................................. ...............................
§ E4-1-2. Installation of scolding and pile tempes ............................................. ....................................
§ E4-1-3. Installation of wall blocks ............................................... .................................................. .....
§ E4-1-4. Installation of columns and capitals .............................................. .................................................. .
	Enlightening farms assembly ............................................... ..................................................
	Installation of riggers, runs, beams and farms .......................................... ..............................
	Laying plates of floors and coatings ............................................. .....................................
	Installation of wall panels, partitions, parapet and cornice plates .............................

§ E4-1-9. Installing the screens panels and laying the plates of visors of the inputs and support racks .............
§ E4-1-10. Installation staircase marches Or laying plates of staircases ......................
§ E4-1-11. Installation of staircase fences ................................................. ......................................
§ E4-1-12. Installing elements of balconies and loggia ............................................... ..............................
§ E4-1-13. Installation of reinforced concrete volumetric blocks of buildings ............................................. .........
§ E4-1-14. Installation of blocks of sanitary nodes, ventilation blocks and pipes
garbage chutes ................................................. .................................................. ..................
§ E4-1-15. Installation of volumetric blocks of elevator mines ............................................. ........................
§ E4-1-16. Installing the panels of the walls of the tank .............................................. .........................................
§ E4-1-17 Installing reinforced concrete window blocks ........................................ ..............................
§ E4-1-18. Installation of sanitary and technical cabins ............................................. ..............................
§ E4-1-19. The device of fences from precast concrete elements ...........................................
§ E4-1-20. Laying of reinforced concrete trays ............................................... ..........................................
§ E4-1-21. Laying support pillows ............................................... .................................................. ..
§ E4-1-22. Anticorrosive coating of welded connections .............................................. .............
§ E4-1-23. Fastening outdoor and internal wall panels Metal brackets ........
§ E4-1-24. Fastening the gypsum concrete partitions with brackets and needles ............................................ ..
§ E4-1-25. Sealing joints of structures ............................................... ...............................................................
§ E4-1-26. Fill seams of wall panels and slabs of overlapping and coatings ......................................... ....
§ E4-1-27. Isolation and sealing of butt and deformation seams ........................................
§ E4-1-28. Konopka, Zackecanka and greeting seams ............................................ ..................................
§ E4-1-29. The device of the cement underlying layer for wall blocks .................................
§ E4-1-30. Seeling holes in wetting plates of overlaps ............................................ ..............
§ E4-1-31. Measurement of mounting holes or openings with a volume of up to 0.5 m3 ......................
§ E4-1-32. Installation of partitions from plasterboard sheets on a metal frame .................
Section II. The device of monolithic concrete and reinforced concrete structures. 33.
Chapter 1. Formwork ............................................. ............................................
Technical part................................................ .................................................. ..........................
§ E4-1-33. Device of forests supporting formwork ............................................. ....................
§ E4-1-34. Installation and disassembly of wooden and wood formwork .............................
§ E4-1-35. Device and disassembly of the sided formwork of floors ............................................ .....
§ E4-1-36. Installation and disassembly of formwork walls of tanks and bunkers .....................................
§ E4-1-37. Installation and disassembly of the metal formwork ............................................... ....................
§ E4-1-38. Installation and removal of metal block-reset formwork ...................................
§ E4-1-39. The device and disassembly of the wooden panel formwork walls of the underground channels ....
§ E4-1-40. Enlarging assembly of wood formwork shields and disassembly enlarged
shields ............................................................. .................................................. ...................................
§ E4-1-41. Installation and disassembly of wooden plugs in concrete and reinforced concrete structures45
§ E4-1-42. Installing steel mortgage parts in the formwork ............................................ ..............
§ E4-1-43. Different formwork ............................................... ...............................................................
Chapter 2. Reinforced work ............................................. ...............................................
§ E4-1-44. Installing reinforcement grids and frames ............................................. ...............................
§ E4-1-45. Laying reinforcement grid The method of continuous rolling roll .................................
§ E4-1-46. Installation and knitting of reinforcement with separate rods ............................................ ...........
Chapter 3. Concrete works ............................................. .................................................. ...
§ E4-1-47. Cooking concrete mix In separate concrete mixers ........................
§ E4-1-48. Feed a concrete mix with concrete pumps ................................................ ..............................
§ E4-1-49. Laying of concrete mix in the design ............................................. ................................
§ E4-1-50. Installation and removal of panels and electrodes for concrete electrical heating .........................
§ E4-1-51. Link of concrete mix for equipment ............................................... ........................
§ E4-1-52. Imprint of concrete surfaces ............................................................. ....................................
§ E4-1-53. Laying the concrete mix in separate designs manually ..........................................
§ E4-1-54. Different concrete works ................................................. .................................................. ......
§ E4-1-55. Drilling holes in reinforced concrete structures using a diamond machine
ring drills ................................................ .................................................. .........

Input part

1. The issues of release provides for the installation of precast concrete and concrete structures, as well as monolithic concrete and reinforced concrete work for civil I. industrial buildings and structures.

2. Standards provide for work in accordance with permissible deviations challengedIII-15-76, SNIP III-16-80, as well as in accordance with the safety requirements in the construction of SNiP III-4-80.

Workers should know and comply with the requirements provided for by the collection of norms, the above-mentioned SNIPs that ensure the required quality of work. Workers should know and comply with safety regulations when performing work.

3. The norms of this issue provides for the production of works at an altitude of up to 15 m, on the level of the planning marks. In the production of works at the height of St. 15m, N.VR. and all Multiply to the following coefficients depending on the height:

up to 20m .... 1.05 (HF-1) "30m .... 1.1 (HF-2)" 40m ... .1,2 (RF-3) SV. 40m. ... 1.3 (RF-4)

4. The norms of the relevant paragraphs provide for installation, rearrangement and removal of inventory dismisses, inventive or hinge stairs, stepladders, tables, challenges weighing SV. 50 kg crane, and weighing up to 50 kg manually.

5. Signal feed by the machine in cases where the installation of structures is performed outside the field of view of the crane driver in the absence of communication tools, is made additionally dedicated workers and is paid to the actually spent time at a 3 working rate.

6. The norms of those paragraphs, which take into account the tack, its execution is provided for by the electric welder of manual welding or the installer of structures having a second profession of the electric welder.

7. Implementation of the implementation of geodesic works is not provided.

8. The execution of welding with the norms of the issue is not provided (with the exception of the agreed cases) and is normalized in addition on the norms of the Sat. E22 " Welding work", Vol. 1" Constructions of buildings and industrial structures. "

9. Tariffication of basic work is carried out on the ETKS works and professions of workers, vol. 3, section. "Construction, assembly andrepair and construction work ", approved on July 17, 1985, and other works are charged according to the relevant issues and sections of the ETKS.

Section I. Installation of precast concrete structures Technical part

1. The regulations of section I are provided for installation of structures with the help of cranes: tower, on a tracked go and gantry. When performing works with cranes on a pneumocole trip and car cranes N.VR. and all multiply by 1.1(TC-1), and when installing structures with the help of masts equipped with electric winches - by 1.3 (TC-2).

2. The norms are provided by the control of cranes by machinists 6 raz.

When installing structures with cranes, for machinists of which increased tariff rates or controlled machinists of other discharges, if their use is provided by the PPR, the rates of machine users should be recalculated at the respective tariff rates.

3. The regulations of the section, with the exception of cases particularly specified in paragraphs, are not charged and separately: the sling and squaring, fixing and removal of detentions, tensioning the moorings, markup of the installation locations and application on the design of axial risks, bending the mounting loops, inspection and cleaning of structures, their places Installations and mortgage parts from dirt and splashes of the solution, reception (when feeding and permutation) of bins and boxes with concrete or mortar mixture, twinkling of the finished solution, feeding signals when installed.

4. The norms, with the exception of cases specifically specifically specifically specified in paragraphs, the movement of structures, materials and installation devices for a crane in the zone of its action, a fear of parts, materials weighing up to 50 kg per distance to 30m.

5. Installations of steel and reinforced concrete structures, as provided for in the composition of the links for brevity, are referred to as installers of structures, electric welder manual welding - electric welder, and a crane driver (craneker) is a crane machinist.

§ E4-1-1. Installation of foundation blocks or plates

Normal instructions

The norms provide for the installation of tape or separate foundation blocks or plates on the bed from the finished cement mortar or on ready-made gravel (sandy) preparation with checking the base marks on sightings.

Installing the bearer blocks of the belt foundation and corner blocks of separate foundations is provided by level.

For the installation of ordinary blocks of the ribbon foundation, the filling is stretched, the ordinary blocks of separate foundations are installed on the stretched axial wire.

The composition of the work

1. Preparation Bed from a solution or partial alignment of finished gravel (sandy) base.

2. Installation of foundation blocks (plates).

3. Removing the correctness of the installation of blocks (plates).

4. Seaming seams with a solution between a block of ribbon and composite foundations.

		The composition of the link								Table 1
Profession and discharge workers				Foundation blocks or			Foundation blocks of oil
				slabs weighing up to 8t					saw 8T.
Installer designs 5 raz.
Crane operator
	Time norms and rates for 1 element									table 2
Foundation	View of blocks		Mass of blocks
				(plates) t, up		installer			machineist
						designs
Ribbon (Fig.1)
a) trapezoidal
Under the columns (Fig. 2):
a) whole

Foundation	View of blocks	Mass of blocks
		(plates) t, up	installer			machineist
			designs
b) glass
c) composite from
selly elements

Note. When laying composite foundations from trapezoidal blocks, plates and glasses (Fig. 2) under the columns N.Ver. and all Rows 1 - 4, 11-12 multiply by 1.15 (PR-1).

§ E4-1-2. Installation of paintworks and pile manguards guidelines for the application of norms

The norms are provided for the installation on previously aligned piles of single and tweed headings or scratches on the mounting clamps or submission.

Installation of detachable metal clamps for marks is performed manually with consolidating them on the piles with tight bolts.

When installing the scratches on the clamps, the device of a supporting deck with transverse reperidation of timber, followed by disassembling and storage of them.

When installing scolding with support on the subfolding with the norms, the ground cutting and sludge slope, rubble or sand with a layer of 30-35 cm with a manual sealing layer.

The composition of the work

When installing and removing the mounting clamps

1. Installation of clamps on piles. 2. Removing the installed clamps with fixing. 3. Coating the upper shelf of the clamps of the finished emulsion. 4. Fluidization and removal of clamps with storage.

When installing the headings and woodworks

1. Installation of gloves or frames on piles. 2. The device of the support deck followed by disassembly. 3. Ground cut. 4. Device subfolding with seal. 5. Removing the position of the installed element.

				The composition of the link						Table 1
Profession and discharge workers			When installing I.			When installing headbands			When installing growth
			withdrawal of the Khomutov
Installer designs 4 solid
Crane driver 6 rav.
										table 2
	Time norms and rates for the meters specified in the table
				Mass ele-
	Name of works			cops, t,	Meter
							installer
									machineist
							designs
Installing clamps on piles and removal
Installation of single headings on					1 headproof
one pile or paired headings

		Mass ele-
Name of works		cops, t,	Meter
				installer
					machineist
				designs
two piles with support for clamps
Installation of blocks
two piles with solid
removing on	subsidu

Note. The work indicated on line No. 3A is normalized in terms of the norm of the line No. 1a, hence full N.VR. On the installation of a turning block for two piles with a description of two clamps will be: N.Vr. \u003d 1.8 + (0.38 x 2) \u003d 2.56 people-

§ E4-1-3. Installing wall blocks for the application of norms

The norms provide for installation of unauthorized blocks and inland walls Basements, walls of the aboveground part of buildings, basement and cornice blocks on a bed of a ready-made solution with a thickness of 20-30 mm with styling of ready-made beacons from a solution, ready-made wooden wedges with tension of the regions.

When installing blocks of basement walls and basement, it is designed to fill the horizontal and vertical seams with a finished solution from two sides of the wall, and in the outdoor walls of the above-ground part of the buildings - only from the inner side.

Filling into the inner vertical joints between the blocks is performed by filling them from above by hand the finished concrete mixture or solution.

The rules provide an adjustment of anchors for fastening the cornice blocks.

The composition of the work

1. Device bed from the finished solution with laying lights and wedges. 2. Installing blocks. 3. Alignment of installed blocks. 4. Installation of anchors (for cornisic blocks). 5. Filling the channels in the joints of the blocks by a concrete mixture or solution. 6. Filling the horizontal and vertical seams with a solution with removal of wedges.

							Table 1
Profession and discharge workers			For all designs,		Blocks of basement walls
			in addition to the walls of the basement
Installer designs 5 raz.
Crane operator
A. Blocks of exterior and inner walls of the basement
							table 2
Mass blocks, t, to
		installers			machineist

Mass blocks, t, to
	installers		machineist

B. Ground blocks and blocks of exterior walls

Table 3.

Time norms and rates for 1 block

		Mass blocks, t,
			installers		machineist
			structures
Blood
Union blocks	ordinary,
	wall, pe
	spectacle
	window I.
	corner and half
	front-line I.
	erkery

Blocks of interior walls and cornice blocks

Table 4.

Time norms and rates for 1 block

			Mass blocks,
				installers			machineist
				structures
Blocks in-		ordinary and variant
		channel
Eaves		straight with removal
		corner with removal
		straight with removal
		corner with removal

Notes: 1. In case of a floor mounting of wall blocks to the slabs of overlappings ready for forgings to take on 1 m perimeter of the N. Building. 0.1 people-h assembly of structures 3 solutions, ras. 0-07 (PR-1).

2. The norms provide for the installation of wall blocks with closed joints. When installing wall blocks

from open joints for sealing brick 1 meter Accommodation Take N. Ver. 0.12.chel.-h under the connection of concreteers 4

range - 1, 3 disc. - 1, FRI. 0-09.5 (PR-2).

§ E4-1-4. Installation of columns and capitals

Normal instructions

The norms are provided for the installation of single and two-letter columns into glasses of foundations, similers to lower columns or foundation plates and the installation of columns capitals.

When installing columns in the bases of foundations, cleaning the bottom of the glass is taken into account and, if necessary, align the bottom of the glass with a ready-made solution.

Temporary consolidation and reconciliation of the position of the column is provided with the help of

night or group conductors, braces, ducts, ready-made metal or wooden wedges.

Installation, removal and permutation of single or group conductors are taken into account by a crane.

When installing the capitals on the columns, a temporary fastening of capitals with metal slippers with support racks is provided.

The composition of the work

A. When installing columns in staks foundations

With the help of conductors

1, alignment of the bottom of the glasses (as needed) with washing and cleaning the glass. 2. Installation and fixing of single conductors. 3. Installing columns. 4. Alignment and temporary fixation of the columns in the conductor 5. Disconnection, removal and permutation of conductors. 6. Cleaning conductor from the influx of concrete mix.

Without the help of conductors

1. Alignment of the bottom of the glasses (as needed) with washing and cleaning glass. 2. Installation of columns. 3. Alignment and temporary fixation. 4. Removing temporary mounting (braces).

B. When installing columns on the downstream columns (columns extension) or foundation plates

With the help of conductors

1. Installing a single or group conductor with reconciliation and fixing it. 2. Installing columns with temporary fixing fixtures of the conductor. 3. Arching the position of the columns. 4. Disconnecting the mounting devices of the group conductor or disconnection, removal and permutation of a single conductor.

Without the help of conductors

1. Installation of columns. 2. Alignment and temporary consolidation. 3. Removing temporary fastening.

When installing the capitals

1. Set the capitals of the columns. 2. Alignment and temporary consolidation. 3. Removing temporary consolidation.

The composition of the link

Table 1

Profession and discharge workers

Installation of columns mass

Installing columns weighing from

1 to 20 tons and capitals

Installer designs 5 raz.

Crane operator

A. Columns installed in staks foundations

table 2

With the help of conductors

Without the help of conductors

Mass of columns

installers

machineist

installer

machineist

structures

designs

With the help of conductors

Without the help of conductors

Mass of columns

installers

machineist

installer

machineist

structures

designs

B. Columns. Installed on the lower columns (columns) or foundation plates

Table 3.

Time norms and rates for 1 column

		With the help of conductors		Without the help of conductors
Name	Mass of
	lONN, T, to
		installer	machineist	installer	machineist
		designs		designs
Columns without
Columns with capital

Note. The rules for the installation of columns using conductors are provided by the work of the crane serving a complex brigade or two plants of construction of structures. In cases where the crane serves one link of installations of structures, N. VR. and all For a crane driver, multiplied by 2 with the design of the appropriate act (PR-1).

State Construction Committee of the USSR
Gosstroy USSR

Unified norms and rates
On construction, assembly
And repair and construction work

Collection E4.

Installation of national teams
And monolithic device
Reinforced concrete
Designs

Bridges and pipes

Developed by the All-Union Design and Technological Institute for Transport Construction (Pftranstroy Ministry of Transport) under the Methodological Guidelines and with the participation of the Central Bureau of Labor Regulations in Construction (CBNTS) when working in the construction of the USSR State Construction.

Approved by Decree of the State Construction Committee of the USSR, the State Committee of the USSR for Labor and Social Affairs and the Secretariat of the All-Union Central Council of Trade Unions of December 5, 1986 No. 43/512 / 29-50 for compulsory use on construction, installation and repair and construction work.

The production technology of work provided for in the collection was agreed with the technological department of the FestTransstroy.

The introductory part. 6.

Technical part. 7.

Section I Foundations and Support Bridges. 7.

Chapter 1. Device of bases and foundations of supports. 7.

Technical part. 7.

§ E4-3-1. The device of rubbed preparation in the pit. 7.

§4-3-2. Installation of foundation plates. eight

§ E4-3-3. Installation of foundation blocks. eight

§ E4-3-4. Collecting joints and seams between foundation plates or blocks. eleven

§ E4-3-5. The device of the reinforced concrete fence of the boilers of supports. 12

§ E4-3-6. The device of teams screened. 13

§ E4-3-7. Laying a concrete mixture under the water by vertically moved pipe .. 14

§ E4-3-8. Device and disassembly formwork foundations. sixteen

§ E4-3-9. Reinforcement of foundations nets and frames. 17.

§ E4-3-10. Reinforcement of foundations with rods. 17.

§ E4-3-11. Concreting foundations. 17.

Chapter 2. The device of prefabricated and collecting-monolithic supports. eighteen

Technical part. eighteen

§ E4-3-12. Installation of supports from contour blocks. eighteen

§ E4-3-13. Installation of supports from universal blocks Tsnis .. 19

§ E4-3-14. Installing filling blocks. twenty

§ E4-3-15. Installing support racks. 21.

§ E4-3-16. Installing frame support. 21.

§ E4-3-17. Installing spacers between frames. 22.

§ E4-3-18. Installing sections of the shells. 23.

§ E4-3-19. Reinforcement of joints of the sections of the shells. 24.

§ E4-3-20. Installing Bolt Blocks. 25.

§ E4-3-21. Installation of a transitional subferred. 25.

§ E4-3-22. Installing the elements of the top of the wealth. 25.

§ E4-3-23. Welding work when shamening the elements of the supports. 26.

§ E4-3-24. Omomolence of racks and frames with pods. 26.

§ E4-3-25. Omnolizing the elements of the supports. 27.

§ E4-3-26. Installation and tension of vertical beams. 28.

§ E4-3-27. Laying the concrete mix in the prefabricated structures of the supports. 29.

§ E4-3-28. Konopka and extending joints of the blocks of supports. thirty

§4-3-29. Device inventory suspension disability during the construction of prefabricated and collecting-monolithic supports. thirty

§ E4-3-30. Device plugs supports. 31.

§ E4-3-31. Device painting waterproofing. 31.

Chapter 3. The construction of columnar supports in frozen and rock soils. 32.

Technical part. 32.

§ E4-3-32. Installation reinforced concrete pillars. 32

§ E4-3-33. Device monolithic nozzles. 33.

Chapter 4. Device of monolithic supports. 34.

Technical part. 34.

§ E4-3-34. Device of wooden formwork supports. 35.

§ E4-3-35. Installation and removal of steel formwork columns. 36.

§ E4-3-36. The device and disassembly of the wooden formwork of the brigade. 36.

§ E4-3-37. Installation of reinforcement frames. 37.

§ E4-3-38. Concreting supports. 38.

§ E4-3-39. The device of massive cladding of supports from granite stone. 39.

§ E4-3-40. Device facing supports from concrete blocks. 40.

Chapter 5. Construction of supports in the sliding formwork. 40.

Technical part. 40.

§ E4-3-41. Assembly and disassembly of the sliding formwork. 41.

§ E4-3-42. Assembling lifting devices of the sliding formwork. 42.

§ E4-3-43. Disassembling lifting devices of the sliding formwork. 43.

§ E4-3-44. Suspended disability. 43.

§ E4-3-45. Assembly crane mast .. 44

§ E4-3-46. Reinforcement and concreting supports. 44.

Chapter 6. The construction of pedestrian bridges. 46.

Technical part. 46.

§ E4-3-47. Installation of foundation blocks. 46.

§ E4-3-48. Installation of rockets of alternative supports. 47.

§ E4-3-49. Installing blocks of staircases. 47.

§ E4-3-50. Installation of beams under Kosur. 48.

§ E4-3-51. Installing the Kosomrov. 48.

§ E4-3-52. Installation and coloring spacers. 49.

§ E4-3-53. Installation of steps and plates of staircases. fifty

§ E4-3-54. Installation of metal railing. fifty

Chapter 7. The construction of the overpasses of the tunnel type. 51.

Technical part. 51.

§ E4-3-55. Installation of foundation plates. 51.

§ E4-3-56. Installation of trough blocks. 52.

§ E4-3-57. Installing blocks retaining walls. 52

§ E4-3-58. Collecting blocks and foundation plates. 53.

§ E4-3-59. The device of thermoplastic waterproofing. 54.

Section IIProleny Bridges. 54.

Chapter 8. Constructive assembly of beams. 54.

Technical part. 54.

§ E4-3-60. Installing blocks on the stand. 54.

§ E4-3-61. Collecting joints between blocks. 55.

§ E4-3-62. Installing beams. 56.

§ E4-3-63. Compression of dry junctions. 57.

§ E4-3-64. Preparation of epoxy glue. 58.

§ E4-3-65. Application of epoxy glue into blocks. 58.

§ E4-3-66. Tension of beams. 58.

§ E4-3-67. Injecting channels. 59.

§ E4-3-68. Uncrow the anchors with a solution .. 59

§ E4-3-69. Seal ends of the beams. 60.

§ E4-3-70. Installing and extracting channels. 60.

§ E4-3-71. Cleaning seams from glue. 60.

Chapter 9. Installation of beams. 61.

Technical part. 61.

§ E4-3-72. Installation of steel support plates. 61.

§ E4-3-73. Installing rubber support parts. 61.

§ E4-3-74. Device and disassembling associated paths. 61.

§ E4-3-75. The transverse movement of the beams from the roadside on the axis of the path. 62.

§ E4-3-76. Installation of beams on the support of the GPK-130 console crane. 63.

§ E4-3-77. Installation of beams on the support of the GEC-80 console crane. 64.

§ E4-3-78. Installation of beams on the supports of rift cranes. 65.

§ E4-3-79. Installing beams to support with gateway cranes. 67.

§ E4-3-80. Installation of beams on trot cranes supports. 68.

§ E4-3-81. Installation of wetting plates to support T-75 trailed cranes. 69.

§ E4-3-82. Cross-moving beams on supports. 69.

§ E4-3-83. Installation of beams on the supporting parts by jacks. 70.

Chapter 10. Omnolizing the span structures. 70.

Technical part. 70.

§ E4-3-84. Omomulates the longitudinal seams of the beam slabs. 71.

§ E4-3-85. Omomulates of longitudinal butts of the beams plates. 72.

§ E4-3-86. Omomulates the diaphragms of beams. 74.

Chapter 11. Attachment of the flight structures. 75.

Technical part. 75.

§ E4-3-87. Unloading and moving blocks. 75.

§ E4-3-88. Installing rubberofluoroplastic reference parts. 76.

§ E4-3-89. Installation of reinforced concrete supporting tumb. 77.

§ E4-3-90. Installation of outdoor blocks. 77.

§ E4-3-91. Installing blocks weighing up to 20 tons. 78

§ E4-3-92. Installing blocks weighing up to 50 taway SPK-65. 79.

§ E4-3-93. Installation of blocks Weighing up to 50 tons crane MSSHK 2'60. 79.

§ E4-3-94. Installing blocks weighing up to 60 tant crane .. 80

§ E4-3-95. Device for shake formwork. 81.

§ E4-3-96. Concreting joints. 81.

§ E4-3-97. Application of epoxy glue into blocks. 82.

§ E4-3-98. Installation and tension of mounting beams for compression of glue joints. 82.

§ E4-3-99. Compression of outdoor assembly with mounting beams. 83.

§ E4-3-100. Installing an outdoor node in the design position. 84.

§ E4-3-101. Laying beams in open channels .. 84

§ E4-3-102. Laying of ropes. 85.

§ E4-3-103. Installing reinforcement beams in closed channels .. 86

§ E4-3-104. Tension of reinforcement beams. 88.

§ E4-3-105. Rope tension. 89.

§ E4-3-106. Collection of beams and ropes. 90.

§ E4-3-107. Injecting block channels. 90.

§ E4-3-108. Installation and dismantling of steel suspended formwork of a monolithic circuit section. 91.

§ E4-3-109. Device inventory dumps. 92.

Chapter 12. The device of the carriageway. 93.

Technical part. 93.

§ E4-3-110. Installing the elements of the carriage of bridges and overpasses. 93.

§ E4-3-111. Device of the collection of bridges and overpasses. 94.

§ E4-3-112. Waterproofing device. 95.

§ E4-3-113. Device of the roadway of road bridges without inlet waterproofing. 97

Chapter 13. Assembly, disassembly and moving cranes. 97.

§ E4-3-114. Crane path device. 97.

§ E4-3-115. Moving cranes when mounting mounted. 98.

§ E4-3-116. Moving Crane HSSHK 2'60 in the process of mounting spans. 99.

§ E4-3-117. Connection of portal cranes. 102.

§ E4-3-118. Assembling crane MKS-40. 102.

§ E4-3-119. Disassembling the crane MKS-40. 103.

§ E4-3-120. Moving Crane MKS-40. 104.

§ E4-3-121. Moving Crane MKS-100. 106.

§ E4-3-122. Moving Crane LSK-90. 108.

§ E4-3-123. Installation on cranes outriggers at railway go. 110.

§ E4-3-124. Installation on outrigues of pneumocoles and automotive cranes. 110.

Chapter 14. Loading, unloading and transportation of beams and blocks. 111.

Technical part. 111.

§ E4-3-125. Loading and unloading blocks of supports. 111.

§ E4-3-126. Loading and unloading blocks of composite beams of span structures. 112.

§ E4-3-127. Loading and unloading of the beams of span structures. 112.

§ E4-3-128. Loading and unloading paving, curb and other blocks. 113.

§ E4-3-129. Loading blocks on the plash. 114.

§ E4-3-130. Transportation of blocks and beams of transitive buildings. 114.

Section IIIIMPC prerequisites on polygons. 115.

Technical part. 115.

Chapter 15. Production of reinforcement beams. 115.

§ E4-3-131. Production of damaged beams on the Blinkov design machine. 115.

§ E4-3-132. Formation on beams of frame-rod anchors of the Mitita system. 116.

§ E4-3-133. Carrying reinforcement beams. 116.

§ E4-3-134. Preparation of hexaging bays. 117.

§ E4-3-135. Making beams from six-leading blanks. 117.

§ E4-3-136. Production of beams made of separate wires. 118.

§ E4-3-137. Installing end anchors for bundles. 119.

§ E4-3-138. Disembarking anchor heads on beam wires. 120.

§ E4-3-139. Winding beams on the drum. 120.

§ E4-3-140. Making beams from seven-level twisted strands. 120.

Chapter 16. Production of beams and blocks of composite beams of span structures. 121.

Technical part. 121.

§ E4-3-141. The tension of the progenial reinforcement beams. 121.

§ E4-3-142. Assembly of reinforcement frames of beams. 123.

§ E4-3-143. Reinforcement of beams and blocks with separate rods. 124.

§ E4-3-144. Installation of reinforcement frames. 124.

§ E4-3-145. Build and disassembly formwork. 125.

§ E4-3-146. Cleaning and lubrication formwork. 126.

§ E4-3-147. Concreting beams and span structures. 127.

§ E4-3-148. Transfer tension efforts with focus on concrete. 127.

§ E4-3-149. Removing blocks from the stand. 127.

Chapter 17. Production of solid blocks of a box cross section. 128.

Technical part. 128.

§ E4-3-150. Assembly of reinforcement frames of block. 128.

§ E4-3-151. Installing mortgage parts into a block frame. 128.

§ E4-3-152. Installing reinforcement frames in formwork. 129.

§ E4-3-153. Installing and extracting channels. 130.

§ E4-3-154. Build and disassembly formwork. 131.

§ E4-3-155. Disconnecting blocks. 132.

§ E4-3-156. Removing blocks from the stand. 133.

Chapter 18. Production of slabs of roadway and paving blocks. 133.

Technical part. 133.

§ E4-3-157. Build and disassembly formwork. 133.

§ E4-3-158. Plate reinforcement with individual rods. 135.

§ E4-3-159. Installing the formwork with the reinforcement frame in the steering chamber. 136.

§ E4-3-160. Concreting plates. 136.

§ E4-3-161. Removing plates from the stationary chamber .. 136

§ E4-3-162. Assembly of reinforcement framework blocks. 137.

§ E4-3-163. Build and disassembly of a wooden formwork. 138.

§ E4-3-164. Concreting blocks. 138.

§ E4-3-165. Storage of blocks. 138.

Chapter 19. Production of structures of supports. 139.

§ E4-3-166. Assembly of reinforcement frames from individual rods. 139.

§ E4-3-167. Installing reinforcement frames in formwork. 139.

§ E4-3-168. Build and disassembly formwork. 140.

§ E4-3-169. Concreting structures of supports. 144.

§ E4-3-170. Removing structures from a steady chamber .. 145

§ E4-3-171. Different works.. 146

Section of IVTRABS waterfronts. 146.

Technical part. 146.

Chapter 20. Device of grounds and foundations. 147.

§ E4-3-172. Preparation device. 147.

§ E4-3-173. Pouring preparation with cement mortar .. 148

§ E4-3-174. Installation of foundation blocks and plates. 148.

Chapter 21. The device of prefabricated pipes. 149.

§ E4-3-175. Feed and sorting pipe elements on a construction site. 149.

§ E4-3-176. Installing globs of the headplains. 150.

§ E4-3-177. Concrete cushion device. 151.

§ E4-3-178. Installing links round pipes. 151

§ E4-3-179. Installing links rectangular pipes. 152

§ E4-3-180. Build concrete pipes. 152.

§ E4-3-181. Shavi shadowing. 153.

§ E4-3-182. Seeling and waterproofing of seams of links. 154.

§ E4-1-49. Laying concrete mix in design

Normal application

The norms are provided and laying the concrete mixture by Badjees supplied by a crane, conveyor, concrete pumps and dump trucks directly into a concrete structure or tray (trunk), with a partial cape of a concrete mixture. The laid concrete mixture is recreated and compacted by vibrators. The open surface of the concrete is loading. In the process of work, trays or trunctions can be cleaned and stopped.

The composition of the work

1. Reception of the concrete mix.
2. Laying the concrete mix directly to the place of laying or by trays (trunns).
3. Running the concrete mix with its partial cake.
4. Sealing concrete mix with vibrators.
5. Alignment of the open surface of the concrete.
6. Rearrangement of vibrators, trays or hobs with their cleaning.

The composition of the link

Concrete 4 Raz. - one
»2" - 1

A. Arrays and individual foundations

Table 1

The method of feeding a concrete mix		N.VR.	Frame	№
Crane in Badjah in the design volume, m 3, to 3		0,42	0-30	1
Cranes in Badjah in the design of volume, m 3, up to 5		0,34	0-24,3	2
Crane in Badjah, conveyors, concrete pumps in the design volume, m 3:
before	10	0,33	0-23,6	3
«	25	0,26	0-18,6	4
«	30	0,23	0-16,4	5
sv.	30	0,22	0-15,7	6
With car dump trucks by carrying capacity up to 5 tons (regardless of the size of the design)		0,34	0-24,3	7

Notes: 1. When laying a concrete mix with a "raisin" N.VR. and all Multiply by 1.2 (PR-1), including styling "Izyuma". The scope of work to take together with the "raisin".
2. When laying a concrete mix in the hustarized foundations N.VR. and all Multiply by 1.1 (PR-2), unarmed - by 0.9 (PR-3).
3. When laying a concrete mixture in arrays in the composition of the connection of the concrete trainer 4 rally. Replacing with a concrete 3 discord, and the amount recalculate.

B. Ribbon foundations and elements of frame structures

table 2

Time standards and rates for 1 m³ of concrete or reinforced concrete in business

Designs		N.VR.	Frame	№
	up to 600.	0,3	0-21,5	1
Ribbon foundations width, mm	sv. 600.	0,23	0-16,4	2
Columns and frame racks with the smallest side	up to 300.	2,2	1-57	3
cross section of the column or rack, mm	up to 500.	1,5	1-07	4
	sv. 500.	1,1	0-78,7	5
Capitals of columns of the boardless overlap		0,82	0-58,6	6
Beams, runs and riggers with width, mm	up to 150.	1,4	1-00	7
	up to 250.	1,1	0-78,7	8
	sv. 250.	0,89	0-63,6	9
Plates and ribbed floors (including beams and	to 10	1,3	0-93	10
runs) at the area between the beams, m 2	up to 20.	0,98	0-70,1	11
	sv. twenty	0,81	0-57,9	12
Bearless overlap with area between axes	to 10	0,85	0-60,8	13
columns, m 2	up to 20.	0,69	0-49,3	14
	sv. twenty	0,57	0-40,8	15

Notes: 1. When concreting columns and racks of reinforced concrete frames on the side or individual columns in stone buildings N.VR. and all Lines number 3-6 multiply by 1.25 (PR-4).
2. When concreting the plates (except for boiled) with double reinforcement N. Ver. and all Lines number 10-12 multiplied by 1.15 (PR-5).
3. Concretion of overlaps with a stove, located below the beams, is rationed separately: the plate is like buckless coatings - on lines No. 13-15, and the beams - on strings No. 7-9 of this paragraph.
4. The bottom of the tanks is normalized as booming overlaps (rows No. 13-15).
5. When concreting overlaps up to 5 m2 in one place N.VR. and all Lines number 10 and 13 multiply by 1.2 (PR-6).
6. When laying a concrete mix with "raisins" in ribbon foundations N.VR. and all Lines number 1 and 2 multiply by 1.2 (PR-7). The scope of work to take together with the "raisin".

V. Walls and partitions

Table 3.

Time standards and rates for 1 m³ of concrete or reinforced concrete in business

Designs		Wall thickness or partitions, mm
		up to 100.	up to 150.	up to 200.	up to 300.	sv. 300.
Straightforward vertical walls or partitions		3,5	2,3	1,6	1,2	0,79	1
Straight oblique and curvilinear walls of tanks	up to 1.	5,9	5,4	—	—	—	2
radius, M.	until 3	4,8	4,1	2,8	1,9	1,4	3
	up to 5.	4,4	3,3	2,2	1,7	1,2	4
	to 10	3,4	2,7	1,9	1,4	0,9	5
	sv. 10	2,8	2,2	1,5	1,1	0,74	6
Inclined walls of bunkers with capacity, m 3	to 10	4,4	3,4	2,3	1,7	1,2	7
	up to 15	3,6	2,8	1,9	1,4	0,94	8
	up to 20.	2,9	2,2	1,5	1,1	0,76	9
	sv. twenty	2,3	2	1,2	0,86	0,6	10
		but	b.	in	g.	d.	№

Note. The norms are provided for concreting walls with single reinforcement. When concreting walls without fittings N. Ver. and all Multiply by 0.75 (PR-8), with concreting walls with double reinforcement N. Ver. and all Count "A" and "B" is multiplied by 1.25 (PR-9), the Count "B" - "D" - by 1.15 (PR-10).

Ladder Machi.

Table 4.

Time standards and rates for 1 m³ of concrete or reinforced concrete in business

When flooring without a layer

1. Installation of lighthouses or frames. 2. Preparation of cement milk or PVAD and priming them screed. 3. Laying a ready-made mosaic solution with a resurrection and seal. 4. Removing the rails or frames. 5. Filling the seams with a ready-made mosaic solution.

When flooring with grinding entry add:

scattering crumbs on the floor surface and ground crumbs in the solution layer.

When flooring with residents add:

marking of the pattern with the gasket of vein, the utility of brass and copper vessels if necessary.

When applying floors with marble brackets add:

sorting brackets in color and size, laying marble brackets.

The composition of the link

Wanders-mosaic 4 rav. - one

" " 2 " - 1

Time norms and rates for 1 m 2 floor and 1 m residential

	Floors		Vein
View of floors	with a layer device	without a layer device	glass	brass or copper
Solid (seamless)	0,93 0-66,5	0,58 0-41,5	0,04 0-02,9	0,07 0-05
With a rectilinear pattern up to 3 m residents per 1 m 2 floor or with a drawing in a checker	1,1 0-78,7	0,67 0-47,9	0,09 0-06,4	0,13 0-09,3
With a straight picture of more than 3 m residents per 1 m 2 floor or with a curvilinear pattern	1,4 1-00	0,83 0-59,3	0,18 0-12,9	0,19 0-13,6

Notes: 1. When applying floods with lamb chip N. BP. and Pole . c. "A" and "B" multiply by 1.2 (PR-1).

2. N. BP. and Pole . There is a device of floors from one or two different in color or decorative filling of solutions. With the device of floors from solutions of three or more flowers N. BP. and Pole . c. "A" and "B" rows 2 and 3 multiply by 1.2 (PR-2).

3. When flooring with the use of marble brackets N. BP. and Pole . c. "A" and "B" multiply by 1.2 (PR-3).

4. In solid floors (string 1) Laying of residents (line 1, gr. "B" and "g") is provided only when freezing.

5. Preparation of the thermal solution is normalized and paid additionally according to § E19-53.

§ E19-30. Decoration of mosaic (terrants) floors

The composition of the work

With grinding

1. Rough grinding floor surface with wetting and sprinkling sand. 2. Grinding the floor surface with wetting and sprinkling sand. 3. Sleeping surface with cement mortar. 4. Removing putty. 5. Cleaning and flushing coating. 6. Change of grinding stones.

When polishing

1. Wetting the surface with water. 2. Partial putty. 3. Removing putty fine-grained abrasives and loosening of the sludge. 4. Polishing.

When grinding and polishing coatings

Table 1

Time norms and rates for 1 m 2 floor and 1 m baseboards or cartoons

Type of surface	Fashion finish	Performance of grinding machines and aggregates, m 2 / h	The composition of workers	Grinding	Polishing powder
Floors	Mechanized	4-6	Mosaic facing 4 rally	0,32 0-25,3	0,56
		7,5	Also	0,27 0-21,3	0-44,2
		up to 20.	"	0,23 0-18,2	0,56 0-44,2
		30-40	Mosaic facing 4 rally	0,17 0-13,4		3A.
		55-60	"	0,04 0-03,2
	Manual		Mosaic facing 3 solid	1,7 1-19	2,6 1-82
Plinths or cartoons	Mechanized (IE-8201A Machine)		The same, 6 rav.	0,44 0-46,6
	Manual		The same, 5 disc.	0,58 0-52,8	1,4 1-27

Notes: 1. When grinding mosaic floors with veins N. BP. and Pole . Multiply by 1.1 (PR-1).

2. The production need to perform works manually and their volume is made in an act approved by the manufacturer of work.

When finishing places of floor adjustments to walls and columns

table 2

Time norms and rates for 1 m Attachment

Type of finish	The method of finishing brand car		The composition of the working vendors-mosaites	N. BP. Frame
Grinding	Mechanized	And-54.	4 rally	0,14 0-11,1
Grinding and polishing		IE-8201A	Also	0,36 0-28,4
Grinding	Manual		3 solid	0,27 0-18,9
Polishing powder			Also	0,46 0-32,2

Note. N. BP. and Pole . Grinding and polishing places of adjoins with a bandwidth to 120 mm are provided.

§ E19-31. Device of concrete floors

Without the use of vacuumagregate

The composition of the work

1. Wetting the base with water. 2. Installation of light racks. 3. Laying the finished concrete mix with a resurrection. 4. Sealing the concrete mix with a surface vibrator or vibration. 5. Smoothing and thorough alignment concrete surface Rake. 6. Removing the tempered rails and sealing the remaining furrows. 7. Align the surface of the surface with metal gladlicts. 8. Grouting the surface of the coating machine.

Table 1

Name of works	Composition of concrete workers	N. BP.	Frame
Device floors	4 rally - one 2 " - 1	9,6	6-86
Including grout surface coating machine	4 rally - one	3,3	2-61

Notes: 1. N. BP. and Pole . Table. 1 is provided for the thickness of the coating 20-30 mm.

2. N. BP. and Pole . Table. 1 Provides a device of floors in the rooms of SV. 20 m 2. When flooring in rooms up to 20 m 2 N. BP. and Pole . Multiply to 1.25 (PR-1).

Using vacuumagregate

The composition of the work

1. Wetting the base with water. 2. Installation of light racks. 3. Reception and laying of a ready-made concrete mix with reclamation. 4. Sealing the concrete mixture with a platform vibrator or vibration. 5. Alignment of the concrete surface. 6. Laying of filtering canvases and sucking mat. 7. Wakuuming. 8. Removal, cleaning and flushing of filtering canvases and suction mat. 9. Removal, cleaning of the lateral rails and sealing the remaining furrows. 10. Alignment of disk machines. 11. Grout with blade machines.

table 2

2 floors

The composition of the link	Layer thickness, mm
	100	up to 150.	up to 200.	up to 250.
Vacuum installation driver 5 disc.	9,5 8-65	10,5 9-56	11 10-01	12 10-92
Concreteers 4 rally - one 3 " - 1 2 " - 1	29,5 20-95	32,5 23-08	35 24-85	38 26-98

§ E19-32. Device of cement floors

When laying a manual solution

The composition of the work

1. Surface wetting concrete base water. 2. Installation of lighthouses on the finished underlying layer. 3. Laying, leveling and sealing of cement-sandy solution. 4. Removing the lighthouses and stuffing the furrow. 5. Align the surface of the coating with metal gladlicts.

Table 1

Time norms and rates for 100 m 2 floor

Composition of concrete workers	Layer thickness, mm	Square floor, m 2	N. BP.	Frame
4 rally - one		To 10		10-65
3 " - 1		St. 10.		8-52
2 " - 1	30-40	To 10		12-78
		St. 10.		9-94

When applying mortar mortar

The composition of the work

1. Wetting the surface of a concrete base with water. 2. Installation of beacons. 3. Application on the concrete base of the solution with a mortar pump. 4. Running and sealing the solution. 5. Removing the lighthouse rails and stuffing the furrow. 6. Alignment of the surface of the coating. 7. Carrying hoses during operation. 8. Elimination of plugs in hoses and flushing them.

table 2

Time norms and rates for 100 m 2 floor

The composition of the link concreteers	Floor area, m 2.	Performance of mortar pump, m 3 / h, to
4 rally - one 3 " - 1	To 10	16 11-36	13 9-23
2 " - 1	Up to 40.	11,5 8-17	9,3 6-60
	St. 40.	9,3 6-60	7,5 5-33

Note. N. BP. and Pole . Table. 2 There is a thickness of the floors to 40 mm.

When applying a metal cement

The composition of the work

1. Wetting the base with water. 2. Installation of light racks. 3. Laying a metal cement mixture. 4. Running and sealing a metal cement mixture with a layer of 15-20 mm. 5. Align the surface of the coating. 6. Removing the lighthouses. 7. Grinding the furrows with a metal cement mixture.

Table 3.

Time rate and rates of 100 m 2 floor

Composition of concrete workers	N. BP.	Frame
4 rally - one 3 " - 1		26-08

§ E19-33. The device of asphalt flooring

The composition of the work

1. Installation of lighthouses. 2. Laying asphalt concrete mixture. 3. Making a mixture. 4. Sealing the mixture. 5. Removing the lighthouse rails and stuffing the furrow. 6. Spring surface and rubbing surface.

The composition of the link

Asphalt concrete machine 4 - one

" 2 " - 1

Time norms and rates for 100 m 2 floor

Seal method	Coating thickness, mm
Hand rollers and rollers	14 10-01	18 12-87	22 15-73

Note. When priming a concrete base, a hot bitumen or tar for asphalt concreters are 3 solutions. Add 100 m 2 floor N. BP. 3 people, h, Pole . 2-10 (PR-1).

Chapter 5. Polymer floors

§ E19-34. Single-layer plastic device

Polymer cement floors

Normal instructions

The norm is provided for the device of coatings from polymer cement plastic mixtures stacked by hand. Preparation of a polymer-cement mixture is not taken into account and is extracted additionally.

The composition of the work

1. Priming the base aqueous solution PVA emulsion brush. 2. Installation of beacons. 3. Applying and resurrection of the polymer cement mixture. 4. Removing beacons. 5. Filling the furrow with a mixture with a resurrection. 6. Grinding the surface of the grinding machine. 7. Cleaning the floor with wetting water.

Time rate and rates for 1 m 2 floor

Note. When flooring in rooms with an area of \u200b\u200bup to 10 m 2 N. BP. and Pole . Multiply by 1.2 (PR-1).

§ E19-35. The device of polyvinyl acetate floors

Characteristics of the work conditions

The norms are provided by the device of liquid adhesive flooring at the floor temperature at the floor level is not lower than + 10 ° C. For protection against contamination of the wall mastic, protect the paper to a height of 50-70 cm. Before applying the mastic, the base is dotted.

The leveling coating layer is applied with a mastic mobility of 120-140 seconds, and the face layer is 100-120 seconds. The mastic is applied with a fishing rod (in the absence of the latter, it is possible to apply a fishing sprayer from the P-562 spray unit) or a spray gun, the nozzle diameter of the nozzle 4 mm in the mobility of 120-140 seconds and 6 mm at 100-120 seconds.

The mastic is applied with stripes with a width of 1.5 m from the wall opposite to the room input. The subsequent layer of mastic is applied only after hardening the previous one. The thickness of the applied layer of 1-1.5 mm each is systematically checked by a metal ruler.

During a break in the work of a layer of a mastic coating (facial or leveling), "No" is reduced and then the "twist" (15-20 cm) is joined with the subsequent layer of the same composition.

After the end of work and during breaks, the packaging, tools, mechanisms, hoses, fixtures, cranes, valves and plugs are washed with water.

The composition of the work

1. Laying of paper in places of floor adjustment to walls (with mechanized mastic applied). 2. Device of the leveling layer. 3. Apply the facial layer of mastic.

Time norms and rates for 100 m 2 floor

Method of application mastiki	The composition of the link of the facing synthetic materials	N. BP.	Frame
Fishing rod	4 rally - one 3 " - 1 2 " - 1	7,8	5-54
Manually	Also		12-78

Chapter 6. Different Works

Technical part

1. Rules and rates §§ E19-36, E19-38, E19-39, E19-43, E19-45 There is a device of floors in the premises of the floor area of \u200b\u200bSt. 20 m 2. When flooring in rooms, floor area up to 20 m 2 N. BP. and Pole . Multiply by 1.25 (TC-1).

2. Normalities and rates §§ E19-36-E19-39, E19-43, E19-45 provides for the performance of work from materials delivered directly to the workplace.

3. norms and rates § E19-46, E19-51 provides for the installation of plinth installations, cartoons and frames for ventilation lattices From pine, spruce and fir. When using solid rocks of the N. BP tree. and Pole . Multiply by 1.2 (TC-2), when applying larch and birch - by 1.1 (TC-3).

4. The norms and rates of §§ E19-36, E19-37, E19-43, E19-45 are provided for the thickness of the underlying layers and screeds in accordance with SNiP.

5. The norms and rates of § E19-42 provide a device for prefabricated screeds from chipboard with dimensions in accordance with GOST 10632-77 *.

§ E19-36. Sandy Layer Device

The composition of the work

1. Receiving sand from transport instruments. 2. Installation of lighthouse pegs or rails. 3. Laying sand. 4. Leveling the surface of the layer, removal of beacons.

The composition of the link	N. BP.	Frame
Concrete 3 breaks.	10,5	7-35

§ E19-37. Slag underlying

The composition of the work

1. Installation of light-old pegs or rails. 2. Laying and smoking slag. 3. Alignment of layer slag rail. 4. Slag seal with manual traaming. 5. Removing beacons.

The rate of time and the rate of 100 m 2 of the underlying layer

The composition of workers	N. BP.	Frame
Concrete 3 breaks.	4,7	3-29

§ E19-38. Concrete Layer Device

The composition of the work

1. Installation of lighthouse pegs and rails. 2. Laying a concrete mix with a resurrection. 3. Sealing the concrete mix with a surface vibrator, vibration or rubbing. 4. Align the surface of the concrete rack. 5. Removing the bearer pegs and rails with the sealing of the remaining furrows.

Method	The composition of the link	Layer thickness, mm, to
seals	concreteers	100	150	200	250
Superficial vibrator or vibration	3 solid - one 2 " - 1	7,5 5-03	9,6 6-43	11,5 7-71	13,5 9-05
Manually	Also	11,5 7-71	14,5 9-72	17,5 11-73

§ E19-39. Device of a chicken underlying layer

The norms are provided by the device of the underlying layer without fill with the solution.

The composition of the work

1. Installation of lighthouses. 2. Laying and leveling of rubble. 3. Running rubble. 4. Check the thickness of the lobby layer.

Time norms and rates for 100 m 2 of the underlying layer

The composition of the link concreteers	Layer thickness mM, BE	N. BP.	Frame
3 solid - one	100		10-05
2 " - 1	150		14-07

§ E19-40. Preparation of the surface of the base

Under bulk polyvinila acetate floors

The composition of the work

1. Priming the screed with an aqueous solution of PVA emulsion. 2. Inserting irregularities, cracks, handy manually ready to polyvinyl acetate powder. 3. Grinding and priming sealed places if necessary. 4. Grinding the base. 5. Cleaning the surface after grinding.

Time norms and rates for 100 m 2 floor bases

Method of performance of work		The composition of the link of the synthetic facing	When applying primer and putty
		materials	for 1 time	2 times
Primination with a spray gun, spitting with a fishing rod, grinding grinding machine		4 rally - 2. 3 " - 1 2 " - 1	11,5 8-40	20,5 14-97
Grinding with a spray gun, spitting with a fishing rod, other operations - manually		Also	17 12-41	29 21-17
Grinding spray gun, other operations - manually		4 rally - one 3 " - 1 2 " - 1	19,5 13-85	33 23-43	3
Manually		4 rally - one 3 " - 1 2 " - 1	20,5 14-56	34,5 24-50	4
Including:
Streeting with an aqueous solution	pistol sprayer	3 solid	1,5 1-05	2,5 1-75	5
emulsions	manually	Also	2,3 1-61	3,9 2-73	6
Inserting irregularities, cracks and chosen by polyvinyl acetate putty manually		"	0,3 0-21		7
Grinding sealed seats	grinding machine	"	0,14 0-09,8		8
	manually	"	0,42 0-29,4		9
Protecting sealed seats	pistol sprayer	"	0,11 0-07,7		10
	manually	"	0,17 0-11,9		11
Putty surface	fishing rod	4 rally	2,8 2-21	5,4 4-27	12
basis	manually	3 solid	5,9 4-13	10 7-00	13
Grinding ground	grinding machine	4 rally	3,2 2-53	5,2 4-11	14
	manually	Also	8,4 6-64	13,5 10-67	15
			but	b.

§ E19-41. Preparation of concrete base

The composition of the work

When cleaning the base with compressed air with a compressor

1. A trace of rubber hoses at a distance of 30 m and connection to the compressor. 2. Thinking a concrete base from dust and construction waste with compressed air from the compressor.

When cleaning the base with the electric boiler and vacuum cleaner

1. sweeping the surface of the base with wetting with water, dismissed garbage from the working area. 2. Cleaning the base with electric power supply D-378 and giving it roughness. 3. Dust the foundation of the PP-1 vacuum cleaner. 4. Application of pure floors on the walls with a flexible level and marking cord.

When washing the base of water

1. For a distance of up to 30 m and the addition of rubber hoses to the water supply. 2. Thorough washing of concrete base with water hoses.

Time norms and rates per 100 m 2 prepared surface

Name of works	The composition of workers	N. BP.	Frame
Cleaning the base with compressed air using the compressor	Concrete 2 breaks	6,7	4-29	1
Cleaning the base with electric power supply D-378 and vacuum cleaner PP-1	Concreteers 3 solid - one 2 " - 1	5,7	3-82	2
Washing base with rubber hose water	Stuffy working - 1 time.	9,1	5-37	3

§ E19-42. DEVICE CHYERS FROLAGE

When appliance from tree fiber plates

The composition of the work

On mastic in one layer

1. Priming the base. 2. Marking and cutting plates. 3. Apply hot bitumen mastic. 4. Laying of tree fiber plates. 5. Cleaning seams from mastic.

Dry in two layers

1. Marking and cutting plates. 2. Laying of tree fiber plates.

Table 1

Time norms and rates for 100 m 2 ties

Washing method	Plates area, m. 2 , before	The composition of the rank of parquets	N. BP.	Frame
On mastic	5	3 solid	10,5	7-35	1
Dry	2	Also	6,2	4-34	2

When appliance from chipboard

The composition of the work

1. Priming the base. 2. Laying plates dry with fitting at the place. 3. Marking and cutting board with disk saw. 4. POWER SOURCE HYDERS manually, if necessary. 5. Applying hot bituminous mastic. 6. Plate laying. 7. Elimination of stoves stoves stoves.

table 2

Time norms and rates for 100 m 2 Screws

Name of works		The composition of the rank of parquets	N. BP.	Frame
Flooring plates		3 solid	18,5	12-95	1
Sourney Svodsov	hand-held Rubankom	Also	5	3-50	2
stacked plates	electrolake	4 rally	3,1	2-45	3

Note. When applying the screeds in the rooms of up to 10 m 2 N. BP. and Pole . Multiply by 1.2 (PR-1).

§ E19-43. Manual Cement Screed Device

The composition of the work

1. Wetting the base with water. 2. Receiving a solution on the overlap of the bunker (when the device is screed for slag base). 3. Installation of lighthouse levels in terms of level. 4. Laying, leveling and sealing solution by vibration. 5. Removing the lighthouse rails and stuffing the furrow. 6. Alignment of the surface manually.

Time norms and rates for 100 m 2 Screws

Name of works		Composition of concrete workers	N. BP.	Frame
Device screed	concrete	3 solid - 2. 2 " - 1	23	15-64	1
	slag		18,5	12-58	2
Grouting the surface of the screed by a grouting machine with a capacity of up to 50 m 2 / C.		4 rally	4,8	3-79	3

§ E19-44. Cement tie device

With mortar with mortar

Normal instructions

The rules provide for the device cement tie. On intergenerational floors for parquet floors from a cement solution with a thickness of 35-40 mm on a slag or sandy layer with a mechanized feed and applying solution with a solution of 6 m 3 / h.