Yenir Collection 4 Issue 1 Installation. Yenir Concrete Preparation Device - Yenir E4 Collection
Section 1. Installation of precast concrete and concrete structures
Technical part
§ 4-1-1. Laying foundation blocks
§ 4-1-2. Installing blocks of cellars
§ 4-1-3. Installation of concrete, silicate n brick blocks of walls of buildings
§ 4-1-4. Installation of columns and capitals
§ 4-1-5. Enlightening assembly of farms of two half
§ 4-1-6. Laying of riggers, runs, beams and farms
§ 4-1-7. Laying plates and overlap panels and coatings
§ 4-1-8. Installation of wall panels, partitions and parapet slabs
§ 4-1-9. Installation staircase marches and laying plates staircases
§ 4-1-10. Installing lattices and turns of stair lattices
§ 4-1-11. Laying balcony plates
§ 4-1-12. Installing blocks of sanitary and technical components, ventilation blocks and garbage disposal pipes
§ 4-1-13. Laying of bars jumpers
§ 4-1-14. Installation of reinforced concrete window blocks
§ 4-1-15. Installing sanitary cabins
§ 4-1-16. Installation of precast concrete elements of fences
§ 4-1-17. Electric welding of mounting junctions
§ 4-1-18. Seeling junctions
§ 4-1-19. Fill seams of wall panels, panels and slabs of overlaps and coatings
§ 4-1-20. Sealing joints in large-pointed buildings by polyisobutylene mastic
§ 4-1-21. Failure of canals wall panels slag
§ 4-1-22. Konopka, Zackecan and Swimming
§ 4-1-23. The device of the cement underlying layer under wall blocks
§ 4-1-24. Inserting holes B. hollow plates overlaps
§ 4-1-25. Opportification of frames of buildings asbestos-cement sheets
Section II. Device of monolithic concrete and reinforced concrete structures
Technical part
Chapter 1. Formwork Works
Technical part
§ 4-1-26. Device of forests supporting formwork.
§ 4-1-27. Installation and disassembly wooden formwork From finished elements
§ 4-1-28. Device and disassembly of formwork walls of tanks and bunkers
§ 4-1-29. Installation and disassembly of steel formwork foundations and arrays
§ 4-1-30. Installation and disassembly of wooden plugs in concrete and reinforced concrete structures
§ 4-1-31. Installing steel mortgage parts in the formwork
§ 4-1-32. Different formwork
Chapter 2. Reinforcement Works
Technical part
§ 4-1-33. Installation reinforcement nets and Karkasov
§ 4-1-34. Installation and low fittings by individual rods
Chapter 3. Concrete Works
Technical part
§ 4-1-35. Cooking concrete mix in separate concrete mixers
§ 4-1-36. Concrete mixture with concrete pumps
§ 4-1-37. Laying concrete mix in design
§ 4-1-38. Installation of panels and electrodes for concrete electrical heating
§ 4-1-39. Concrete Mix Under Equipment
§ 4-1-40. Ironing concrete surfaces
§ 4-1-41. Laying a concrete mix in separate designs manually
§ 4-1-42. Different concrete work
Chapter 4. Reinforced concrete work in sliding formwork
Technical clock-i
§ 4-1-43. Assembly, installation and disassembly of the sliding formwork
§ 4-1-44. Installation and disassembly lifting devices sliding formwork
§ 4-1-45. Device and disassembly of the working floor and suspended lumps of sliding formwork
§ 4-1-46. Installation and disassembly of pumping and distribution installations and pumping stations
§ 4-1-47. Installing mortgage elements when lifting a sliding formwork or disassembling them
§ 4-1-48. Laying of fittings and concreting in sliding formwork
§ 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
| Title of the document | Yenir. Collection E4. Vol. 1. Buildings and industrial structures |
| Date of adoption | 05.12.1986 |
| Status | Undefined |
| Document type | Yenir (single norms and rates) |
| Cipher document | E4-1 |
| Developer | |
| Accepted by | All-Union Research and Design Institute of Labor in the construction of the USSR State Building |
| Additional data | Not relevant on the territory of Ukraine in connection with the effect of DBN D.1.1-1-2000 and the change in the methods of estimated calculations |
IN this document No references to others regulations.
Other regulatory documents do not refer to this document.
Yenir collection E4 issue 1
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
Buildings and industrial structures
Moscow 1987.
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 dated December 5, 1986 No. 43/512 / 29-50 for compulsory use on construction, assembly and repair and construction work.
Yenir. Collection E4. Installation of prefabricated and device of monolithic reinforced 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 industrial associations, enterprises, organizations and institutions engaged in construction and overhaul of the economic method translated into new conditions for workers' remuneration In accordance with the decision of the Central Committee of the CPSU, the Council of Ministers of the USSR and the Central Bank institution "On the improvement of the organization wages and the introduction of new tariff rates and official salary of employees of the industrial sectors of the national economy. "
Developed by the Center for Scientific Organization of Labor and Production Management of MINDAGING USSR * with the participation of the head NIS CREDCEROUSNYARSKSTROY () and the branch of the TSN in Elma-Ate () using the regulatory materials of other ministries and departments under the methodological guidance and with the participation of the Central Bureau of Labor Regulations in Construction (CBNTS) when working in construction in the construction of the USSR State Building.
* 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 Research and Research and Design and Experimental Institute of Organization, Mechanization and Technical Assistance to Construction (CNIIIMTP).
Leading Contractor - K.F. Bright (TSN and UE).
JavaScript is currently disabled.Please enable it for a better experience of jumi.Full version The document is available for the tariff "Reasonable Offer" or "All Inclusive"
Input partTechnical part
Section 1. Foundations and supports of bridges
Chapter 1. Device of bases and foundations of supports. Technical part
§ 4-4-1. Device of rubberized preparation in the pit
§ 4-4-2. Laying a concrete mixture under water by the method of vertically moving pipes
§ 4-4-3. Device and disassembly of the formwork of monolithic foundations
§ 4-4-4. Installation of reinforcement grids and frames in monolithic foundation
§ 4-4-5. Installation and knitting of fittings of foundations from individual rods
§ 4-4-6. Laying a concrete mix in monolithic foundation
Chapter 2. Device of prefab supports. Technical part
§ 4-4-7. Installation of precast supports from block shells
§ 4-4-8. Installing filling blocks
§ 4-4-9. Installation of supports of the pilot-opcade bridges
§ 4-4-10. Installation of stands of support
§ 4-4-11. Installing frames
§ 4-4-12. Installing Blocks Blocks
§ 4-4-13. Collecting elements of supports
§ 4-4-14. Installation and tension of vertical beams
§ 4-4-15. Konopka sews
§ 4-4-16. Laying the concrete mix in the prefabricated structures of the supports
Chapter 3. Support Device from monolithic concrete. Technical part
§ 4-4-17. Device formwork supports
§ 4-4-18. Laying a concrete mix in monolithic structures Support
Section II. The breakdowns of bridges
Chapter 4. Enlightening Balts and Blocks Assembly. Technical part
§ 4-4-19. Installing blocks
§ 4-4-20. Omnolizing joints between blocks
§ 4-4-21. Installation and tension of beams
§ 4-4-22. Injecting channels
§ 4-4-23. Sealing ends of beams
§ 4-4-24. Installation and Removing Channel Education
§ 4-4-25. Uncover the anchors with a solution
§ 4-4-26. Build blocks
§ 4-4-27. Edit and welding of rewards for assembling and enlargement of blocks
§ 4-4-28. Reinforcement of seams - separate rods
§ 4-4-29. Manufacturing of opamble shields
§ 4-4-30. Device and disassembly formwork when assembling blocks
§ 4-4-31. Concreting seams
§ 4-4-32. Moving blocks
Chapter 5. Installation of the beams of transitive buildings. Technical part
§ 4-4-33. Installation of steel support plates
§ 4-4-34. Application device
§ 4-4-35. Cross-moving beams from curb on the axis of the path
§ 4-4-36. Installation of beams on the support of the GAPK-130 Console Crane
§ 4-4-37 Installing beams on the support of the GEC-80 crane
§ 4-4-38. Installation of beams on the supports of the arrow cranes
§ 4-4-39. Installation of beams on supports with a gateway crane
§ 4-4-40. Installation of beams on trot cranes
§ 4-4-41. Installation of beams on the support by the AMK-20 unit
§ 4-4-42. Installation of beams on the supports of T-75 trailed cranes
§ 4-4-43. Transverse drive beams on supports
§ 4-4-44. Installation of beams on the supporting parts by jacks
Chapter 6. Omnolizing the beams in silent buildings. Technical part
§ 4-4-45. Omomolence of unarmed longitudinal seams beams on the stove
§ 4-4-46. Omomulates of reinforced longitudinal seams beams on the stove
§ 4-4-47. Installation of reinforcement beams
§ 4-4-48. Tension of reinforcement beams in transverse channels of breakfast beams
§ 4-4-49. Injecting transverse channels of beams cement mortar
§ 4-4-50. Omnolizing beams in diaphragms
§ 4-4-51. Sealing anchor niches in the plate of extreme beams without aperture
§ 4-4-52. Sealing anchors of beams in diaphragms
Chapter 7. Attachment. Technical part
§ 4-4-53. Installing blocks weighing up to 20 tons
§ 4-4-54. Installing blocks weighing up to 50 tons
§ 4-4-55. Wet shale formwork
§ 4-4-56. Concreting wet jigs
§ 4-4-57. Preparation of epoxy glue
§ 4-4-58. Application of epoxy glue on blocks of blocks
§ 4-4-59. Installation and tension of mounting beams for crimping jams
§ 4-4-60. Laying Puchkov
§ 4-4-61. Laying of rope
§ 4-4-62. Puchkov tension
§ 4-4-63. Rope tension
§ 4-4-64. Omomrolling of beams and ropes
Chapter 8. Device of the roadway. Technical part
§ 4-4-65. Installing the elements of the roadway of bridges and overpasses
§ 4-4-66. Installation of prefabricated minilies of bridges and overpasses
§ 4-4-67. Device of thermoplastic waterproofing
§ 4-4-68. Device of the roadway of road bridges without waterproof waterproofing
Chapter 9. Production of the beams of spans. Technical part
§ 4-4-69. Production of reinforcement proof beams from high-strength wire
§ 4-4-70. The tension of the progenic reinforcing beams
§ 4-4-71. Carrying reinforcement beams
§ 4-4-72. Build and binding reinforcement carcasov Beams
§ 4-4-73. Installation and knitting of bridge structures
§ 4-4-74. Laying of concrete mix in the beams of spans
§ 4-4-75. Transfer tension effort from stops on concrete
Chapter 10. Assembly and disassembly of mounting cranes
§ 4-4-76. Mounting bridge of the AMK-20 crane bridge in the span
§ 4-4-77. Crane pathway device for moving cranes when installing spare beams
§ 4-4-78. Move cranes when mounting mounted
§ 4-4-79. Crane pathway device for moving cranes when mounting mounted
§ 4-4-80. Pairing portal cranes
§ 4-4-81. Installation on cranes on railway out
§ 4-4-82. Installation on cranes outriggers on a pneumocole and automotive
Chapter 11. Loading, unloading and transportation of beams and blocks. Technical part
§ 4-4-83. Loading and unloading blocks of composite beams of road bridges
§ 4-4-84. Loading and unloading of the beams of transitive buildings of road bridges
§ 4-4-85. Loading and unloading of paving, curb and other blocks
§ 4-4-86. Loading blocks on the plash
§ 4-4-87. Transportation of blocks and beams of transitive buildings of road bridges
Section III. Pipes water pipes. Technical part
Chapter 12. Device of grounds and foundations
§ 4-4-88. Preparatory layer device
§ 4-4-89. Filling of the preparatory layer of the foundation of the foundation by cement mortar
§ 4-4-90. Laying of rectangular blocks and plates of pipe foundations
§ 4-4-91. Laying of lectal blocks
Chapter 13. Installation of prefabricated pipes
§ 4-4-92. Feed and sorting pipe items at construction site
§ 4-4-93. Installation of shit blocks
§ 4-4-94. Installing links round pipes
§ 4-4-95. Installing links rectangular pipes
§ 4-4-96. Installing blocks of concrete pipes
§ 4-4-97. Shavi omolism
§ 4-4-98. Concrete pillow device
§ 4-4-99. Sealing and waterproofing of seams in the joints of the links
§ 4-4-100. Filling with concrete sinuses of multicolor pipes
§ 4-4-101. Device painting waterproofing
§ 4-4-102. Device of inlet waterproofing
Chapter 14. The device of pipes from monolithic concrete and reinforced concrete
§ 4-4-103. Formwork blocks and gloves of rectangular pipes
§ 4-4-104. Formwork rectangular pipes
The price of this document is still unknown. Click the "Buy" button and place the order and we will send you the price.
Distributing regulatory documentation Since 1999. We pierce checks, pay taxes, accept all legitimate forms of payments without additional interest. Our clients are protected by law. LLC "TsNTI NORMOKONTROL"
Our prices are lower than in other places, because we work directly with document providers.
Delivery methods
- Urgent courier delivery (1-3 days)
- Courier delivery (7 days)
- Pickup from the Moscow office
- Mail of the Russian Federation
- Replaced with E4-1 "Issue 1."
Input part
Section 1.
Technical part
§ 4-1-2. Installing blocks of cellars
§ 4-1-3. Installation of concrete, silicate n brick blocks of walls of buildings
§ 4-1-5. Enlightening assembly of farms of two half
§ 4-1-6. Laying of riggers, runs, beams and farms
§ 4-1-7. Laying plates and overlap panels and coatings
§ 4-1-8. Installation of wall panels, partitions and parapet slabs
§ 4-1-9. Installation of staircase marches and laying stoves of staircases
§ 4-1-10. Installing lattices and turns of stair lattices
§ 4-1-11. Laying balcony plates
§ 4-1-12. Installing blocks of sanitary and technical components, ventilation blocks and garbage disposal pipes
§ 4-1-13. Laying of bars jumpers
§ 4-1-14. Installation of reinforced concrete window blocks
§ 4-1-15. Installing sanitary cabins
§ 4-1-16. Installation of precast concrete elements of fences
§ 4-1-17. Electric welding of mounting junctions
§ 4-1-18. Seeling junctions
§ 4-1-19. Fill seams of wall panels, panels and slabs of overlaps and coatings
§ 4-1-20. Sealing joints in large-pointed buildings by polyisobutylene mastic
§ 4-1-21. Failure of the canals of wall panels slag
§ 4-1-22. Konopka, Zackecan and Swimming
§ 4-1-23. Device of the cement underlying layer for wall blocks
§ 4-1-24. Sealing holes in wetting plates of overlaps
§ 4-1-25. Opportification of frames of buildings asbestos-cement sheets
Section II. Device of monolithic concrete and reinforced concrete structures
Technical part
Chapter 1. Formwork Works
Technical part
§ 4-1-26. Device of forests supporting formwork.
§ 4-1-27. Installation and disassembly of a wooden formwork from finished elements
§ 4-1-28. Device and disassembly of formwork walls of tanks and bunkers
§ 4-1-29. Installation and disassembly of steel formwork foundations and arrays
§ 4-1-30. Installation and disassembly of wooden plugs in concrete and reinforced concrete structures
§ 4-1-31. Installing steel mortgage parts in the formwork
§ 4-1-32. Different formwork
Chapter 2. Reinforcement Works
Technical part
§ 4-1-33. Installation of reinforcement grids and frames
§ 4-1-34. Installation and low fittings by individual rods
Chapter 3. Concrete Works
Technical part
§ 4-1-35. Preparation of concrete mix in separate concrete mixers
§ 4-1-36. Concrete mixture with concrete pumps
§ 4-1-37. Laying concrete mix in design
§ 4-1-38. Installation of panels and electrodes for concrete electrical heating
§ 4-1-39. Concrete Mix Under Equipment
§ 4-1-40. Elimination of concrete surfaces
§ 4-1-41. Laying a concrete mix in separate designs manually
§ 4-1-42. Different concrete work
Technical clock-i
§ 4-1-43. Assembly, installation and disassembly of the sliding formwork
§ 4-1-44. Installing and disassembling the lifting devices of the sliding formwork
§ 4-1-45. Device and disassembly of the working floor and suspended lumps of sliding formwork
§ 4-1-46. Installation and disassembly of pumping and pumping stations and pumping stations
§ 4-1-47. Installing mortgage elements when lifting a sliding formwork or disassembling them
§ 4-1-48. Laying of fittings and concreting in sliding formwork
p. 1.
p. 2.
p. 3.
p. 4.
p. 5.
p. 6.
p. 7.
page 8.
page 9.
p. 10.
p. 11.
p. 12.
p. 13.
p. 14.
p. 15.
p. 16.
page 17.
p. 18.
p. 19.
p. 20.
page 21.
page 22.
page 23.
p. 24.
page 25.
page 26.
page 27.
page 28.
page 29.
page 30.
Unified norms and rates
On construction, assembly and repair and construction work. Collection 4 Installation of prefabricated and device monolithic reinforced concrete and concrete structures Issue I
Buildings and industrial structures
Moscow - 1969.
Official edition
State Committee of the Council of Ministers of the USSR for Construction Affairs (Gosstroy USSR)
Norms and rates
For construction, assembly and repair and construction work
Collection 4.
Installation of prefabricated and device of monolithic reinforced concrete and concrete structures
Buildings and industrial structures
Approved State Committee. Council of Ministers of the USSR on construction and the State Committee of the Council of Ministers of the USSR on labor and wages in coordination with the WGSPS for compulsory use on construction T installation and repair and construction work
Publishing literature on the construction of Moscow- 1969
|
Continuation of table. 2. |
||||||||||||||||||||||||||||||||||||||||||||||||
|
||||||||||||||||||||||||||||||||||||||||||||||||
|
Continuation of table. 2. |
|||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||
* L - distance between columns in m.
Notes: 1. With a special technical and economic
justification in projects industrial buildings It is allowed to establish more stringent allowable deviations compared to those specified in Table. 2.
2. The tolerances of the interpretation sites and the tolerances between the elements are determined by the project.
§ 4-1-1. Laying foundation blocks
Before the start of work on the installation of foundation blocks or plates is checked leveling the correctness of the base mark. At the same time, the foundation's soles should not be loosened soil.
When working, special measures are taken to ensure the preservation of the natural structure of the grounds.
Laying of blocks of foundations begins with the installation of lighthouse blocks at the corners and in the places of intersection of the walls. The correspondence of the position of the regional blocks should be carefully checked according to the project using geodesic tools.
The foundation block (or stove) raised by the mounting crane to the installation, stop over the installation site at an altitude of 5-ocjh; In this position, the block unfolds and centered, after which they lower on the base. If foundation block Less not exactly, he should be raised by a crane and assigned to the side; The base should be again planned.
The mounted design of foundations from finished blocks is subject to delivery on the act before the start of work on the construction of the rest of the structures.
The composition of the work
1. Marking of installation locations. 2. Preparation Bed from the finished solution or gravel alignment or sand base. 3. Laying foundation blocks or plates with a crane. 4. Aligning the correctness of laying blocks or plates. 5. Seal of seams with a solution.
The composition of the link
Installer designs 4 solid - / »» 3 "- /
Machinist 5 "- /
|
Time norms and rates for 1 element |
|||||||||||||||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||||||||||||
Type of foundations
View of the block
but,<^^ дтч
Under the columns (Fig. 2):
a) whole
b) glass
c) composite from individual elements
Note. When laying composite foundations from trapezoidal blocks, plates and glasses (Fig. 2, c) under the columns N. BP. and all Rows number 1-3, 9 and 10 multiplied by 1.15.
§ 4-1-2, installation of blocks of cellars
Instructions for the production of work
Before installing the wall blocks of the basement, the surface of the lower stacked blocks from dirt is cleared, wash and watered with water (water is not done in winter). According to the purified surface, a solution of 20-30 mm thick was spread and smoothed, without bringing to the verge of blocks by 30-40 mm. The block raised by the mounting crane is stopped at an altitude of 5-10 cm from the installation site, deployed and centered, after which they are lowered to the surface of the blocks below.
In case the block is installed not exactly, it must be raised, set aside, and the solution is again raked over the surface.
After lowering the block, the correctness of its horizontal position is checked in place, vertical and its position relative to previously installed blocks, for which the level, plumb, and rail are applied.
The position of the block is aligned with scrap and wedges with the support of its crane. Upon completion of the alignment of the block, the faucet is released, and after the installation of a number of blocks, the vertical seams and the pouring of them are carried out.
The composition of the work
I. Marking of block installation locations. 2. Preparation bed from the finished solution. 3. Installing blocks with a crane. 4. Refining installed blocks on a plumb and level. 5. Filling vertical channels and promissory vertical seams with solution.
The composition of the link
Installer designs 4 solid - /
Machinist 5 "- /
|
Time norms and rates for 1 block |
||||||||||||||||||||||||||
|
||||||||||||||||||||||||||
|
Weight elements in T to |
Frame Alya | ||
|
installer designs |
machineist |
||
§ 4-1-3, the installation of concrete, silicate and brick blocks of walls of buildings
Instructions for the production of work
Installation of large blocks is performed in accordance with the mounting work drawings indicating the placement of blocks in the walls.
Before installing the structures of the above-ground part of the buildings, a geodesic test is performed by the axes of external and internal walls with the elimination of detected deviations from the project requirements. In the invapination where the installation is made, other construction work is not allowed in the underlying floors of buildings. Therefore, the building split at least two captures so that in parallel with the installation on one invading could be carried out other postal work on another invapination.
In the process of installing large-born walls, all other designs are mounted: overlaps, partitions, stairs, window and door blocks, etc.
One of the methods of performing horizontal seams of masonry should be considered the installation of blocks on a layer of a plastic solution at two lining and two wedges (from the inside of the outer wall) with the alignment of the block vertically during slow pulling of the wedges.
The installation procedure in this case is as follows:
a) before installing the block, the solution is spread with a layer of approximately 3 mm thicker of its final thickness, without bringing it to 30 mm to the front surface of the wall;
b) into the layers of the solution (at a distance of 5-b cm from the plane of the facade) laid wooden plates with a size of 40x 40 mm and a thickness equal to the thickness of the seam, and on the other hand, the layer laid two inventory wedges in such a way that the installed block has a small slope into the outer side (from wedges);
b) The block feeding the block is installed in place, without postponeing it from the hook of the tower crane, lead to a vertical position and check the correctness of the block installation.
The block leads to the design position with respect to the axis of the wall with a slide of its special scrap with a split and curved end.
Wedges are left for 1-2 days under the block until the solution is hardened.
The average thickness of the horizontal seams of large-boring walls should not exceed 12 mm.
Installation of blocks begins with outer walls of buildings from installation on a solution of angular blocks, and then intermediate (at a distance of 15-20 m from corner). Between these blocks, the cord is stretched, according to which the ordinary blocks in a sequential order are installed on a solution.
It is not allowed to start a block on top between two previously installed blocks, with the exception of the last closing unit at the junction of two adjacent edges of the capture.
The correct position of the mounted block in the plan is checked by applying a rail with a length of 2-3 m to the front faces of the adjacent blocks or laying the rail on the edge along the top ends of the adjacent blocks.
To capture and install large blocks, capture fixtures and traverses recommended in the appropriate albums and catalogs should be used.
The composition of the work
1. Marking of block installation locations. 2. Device bed from the finished solution. 3. Installing blocks with a crane. 4. Removing the correct installation of blocks on a plumb and level. 5. Installation of anchors (for cornice blocks and stoves). 6. Grinding vertical joints with filling channels with a slag concrete mixture or solution. 7. Promotation of horizontal and vertical seams with a solution.
The composition of the link
Installer designs 5 raz. - 1 "" 4 k - 1
Machinist 5 "- 1
A. Ground blocks and blocks of exterior walls of time and rates for 1 block
|
Table 1 |
||||||||||||||||||||||
|
||||||||||||||||||||||
|
Continuation of table. one |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
B. Blocks of interior walls and cornice blocks of time and rates for 1 block
|
table 2 |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
Continuation of table. 2. |
|||||||||||||||||||||||||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||
Notes: 1. In case of a floor mounting of the wall blocks to the flooring plates ready for forgings to take on the i m perimeter of the N. BP building. 0.1 people-hour assembly of structures 3 solid rasp. 0-05,6.
2. The norms are provided for the installation of wall blocks with closed joints. When installing wall blocks with open joints on an embezzlement of a brick 1 M of a joint to take N. BP. 0.12 people-hour with compounders link 4 PO3P. - L T 3 breaks. - D Poll. 0-07,1.
§ 4-1-4. Installation of columns and capitals
Instructions for the production of work
Before installing columns, the staps of foundations are purified from dirt, check the correctness of the bottoms of the bottoms of the foundations and, if necessary, the bottom dive is produced. The foundation applies the risks of longitudinal and transverse axes.
Temporary consolidation, reconciliation and bringing the design position of the columns installed in the bases of foundations or downstream columns should be performed using single or group conductor.
UDC 69 (083.74) +69.057.1 from 725/728
Developed by the Central Regulatory Research Bureau of the Communistler under the general guidance of the Central Bureau of Labor Regulations in Construction (CBNTS) with the All-Union Research and Research and Design Institute of Labor in the construction of the USSR State Building,
Leading performer B. M. Galitsky
(Tsnib Macrifstient)
Artist M. M. Konkin
(Tsnib Macrifstient)
Responsible for the release of E. Ya. Rostovsky (CBNTs with Vnipi Labor in the construction of the USSR State Building)
Plan] Yves. 1969, p. 2/7
The column is installed in a glass of foundation, secured and evaporate pre-using mounting devices (conductor). After fixing the position of the column by the conductor, the mounting crane is released. After installing a series of columns, the final reconciliation is performed.
The removal of single conductors is made after the final sealing (deployment) of the joint.
Disassembly and removal of group conductors are made after fixing the welding of riggers and bonds that provide rigidity and invariance of the position of columns (riggers and connections).
The composition of the work
A. When installing columns with conductors A) in the clan of foundations
1. Applying axial risks on columns and foundations. 2. Alignment of the bottom of the glass (as needed) with flushing and cleaning glass. 3. Installation of columns into staps of foundations with a crane. 4. Installation of single conductor with temporary consolidation of columns and final reconciliations in the conductors. 5. Disassembly of single conductors with boltoffs. 6. Firmboard of concrete springs on the conductor left after sealing the joints.
b) to the lower columns (columns extension) or foundation plates
1. Installing a group conductor with a lift to overlapping, laying guides from channels, lifting and installing individual sections, connecting them to one rigid design, lifting and device flooring from boards, swinging the conductor to the place of installation of columns, reconcile and fix it in, operating position "Or setting a single conductor to the headband of the downstream column with reconciliation and fixing it in the working position. 2. Applying rinks along the axes of columns. 3. Installing a column with a crane to the lower columns or foundation plates with a temporary fixation of the columns in the conductor by mounting bolts or other devices. 4 . Final alignment of columns. 5. Disassembly of the group conductor on the decreement section of the flooring from the board. 6. Movement of the group conductor within the floor to a new position with a new links of the guides, with removing fasteners, installation, reconciliation and fixing the conductor in the working position or disassembly single conductor with carrying it in pr the floors of the floor to a new position with the installation, reconcilifying and fixing it in the working position,
B. When installing columns without the help of conductors a) in the stacks of foundations
1. Applying axial risks on columns and foundations. 2. Alignment of the bottom of the glass (as needed) with flushing and cleaning glass. 3. Installation of columns into staps of foundations using crane Evertising and temporary fixing with wedges, braces or pins. 4. Removing temporary fasteners after insulating the joints.
The introductory part ........................ 6
Installation of precast concrete and concrete structures
Technical part
§ 4-1- 1. Laying the foundation blocks .......... 11
§ 4-1- 2. Installing blocks of basements ......... 14
§ 4-1- 3. Installing concrete, silicate and brick blocks of walls of buildings ................. 15
§ 4-1- 4. Installation of columns and capitals .......... 19
§ 4-1- 5. Enlargement of the farms of farms from two half ... 23
§ 4-1-6. Laying of riggers, runs, beams and farms ..... 24
§ 4-1- 7. Laying plates and overlap panels and coatings. 28.
§ 4-1- 8. Installation of wall panels, partitions and parapet
plate ...................... 29.
§ 4-1- 9. Installing stair marches and laying of plates of staircases ................ 33
§ 4-1-10, Installing the lattices and turns of the ladder lattices ....................... 34
§ 4-1-11. Laying balcony plates ............. 36
§ 4-1-12. Installation of blocks of sanitary nodes, ventilation blocks and pipes of garbage disposal ... 36
§ 4-1-13. Laying of bars jumpers .......... 37
§ 4-1-14. Installation of reinforced concrete window blocks ... 38
§ 4-1-15. Installation of sanitary cabins ...... 39
§ 4-1-16. Installation of precast concrete elements of fences ..................... 39
§ 4-1-17. Electric welding of mounting joints ........ 40
§ 4-1-18. Stuck joints ................. 41
§ 4-1-19. Pouring seams of wall panels, panels and slabs of overlapping and coatings ............... 42
§ 4-1-20. Sealing joints in large-pointed buildings
polyisobutylene mastic .......... 43
§ 4-1-21. Failure of the canals of wall panels slag .... 44
§ 4-1-22. Konopka, Zackecanka and greens of seams ...... 44
§ 4-1-23. The device of the cement underlying layer under
wall blocks ................. 45
§ 4-1-24. Seeling holes in wetting plates of overlaps ..................... 46
§ 4-1-25, painting frames of buildings asbestos-cement sheets 47
Device of monolithic concrete and reinforced concrete structures
Technical part Chapter 1. Formwork work
Technical part
§ 4-1-26. Device of forests supporting formwork. . 49.
§ 4-1-27, installation and disassembly of a wooden formwork from finished elements .................
§ 4-1-28, device and disassembly of formwork walls of tanks and bunkers ................. 67
§ 4-1-29, installation and disassembly of steel formwork foundations and arrays ................. 71
§ 4-1-30. Installation and disassembly of wooden plugs in concrete and reinforced concrete structures ...... 73
§ 4-1-31. Installing steel mortgage parts into formwork § 4-1-32. Different formwork ........... 75
Chapter 2. Reinforcement Works
Technical part
§ 4-1-33, installation of reinforcement grids and frames ..... 78
Chapter 3. Concrete Works
Technical part § 4-1-35. Preparation of concrete mix in separately worth
§ 4-1-34. Installation and knitting of reinforcement with separate rods 83
concrete mixers ................ 86.
§ 4-1-36. Feed a concrete mix with concrete pumps ...... 87
§ 4-1-37. Laying a concrete mix in the design ...... 92
§ 4-1-38, installation of panels and electrodes for electrical heating concrete .................. 99
§ 4-1-39. Link of concrete mix for equipment .... 101
§ 4-1-40. Elimination of concrete surfaces ....... 102
§ 4-1-41. Laying a concrete mix in separate designs
manually .................... 103.
§ 4-1-42. Different concrete works ............ 103
Chapter 4. Reinforced concrete work in sliding formwork
§ 4-1-43. § 4-1-44.
Technical part
Assembly, installation and disassembly of the sliding opal\u003e BKA Installing and disassembling the lifting devices of the sliding formwork ................
Device and disassembly of the work floor and suspended
lumps of sliding formwork .........
Installation and disassembly of pumping and distribution installations and pumping stations ...........
Installing mortgage elements when lifting a sliding formwork or disassembling them .........
Laying of reinforcement and concreting in the sliding formwork ....................
Input part
1. The norms of this collection provides for the installation of precast concrete and concrete structures of residential, public, industrial buildings and structures, as well as monolithic concrete and reinforced concrete works.
2. The norms of this collection provides for the production of work at an altitude of up to 15 m from the ground level. In the production of work at an altitude of more than 15 m per each subsequent meter of the height of N. BP. and all Increase by 0.5%. (For example: a) at the general height of the building or facility 25 m N. BP. and all increased by (25-15) * 0.5 \u003d 5%, i.e. multiplied by 1.05;
b) at the overall height of the building 40 m N. BP. and all Increase on (40-15) * 0.5 \u003d 12.5%, i.e. multiplied by 1,125).
3. The norms of this collection does not provide an electrical appliance. The electrical appliance must be carried out by electric welder of manual welding or installer of structures having a second profession of electric welding of manual welding. Payment of work on the electrical appliance is performed especially (piecewise or unfortunately).
Installation of precast concrete and 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 move and gantry. When installing designs with cranes on a pneumocole trip and car cranes N. BP. and all Multiply by 1.1, and when mounting structures with the help of masts equipped with electric winches - by 1.3.
2. Rates for machinists are calculated at the tariff rate of 5 rally\u003e When mounting with structures with cranes, controlled, according to TKS, machinestairs 4 or 6 DIRECTION\u003e Positions for machinists should be recalculated by tariff rates corresponding to 4 or 6 solutions.
3. The norms of this collection are taken into account and separately the trimming and distribution of the elements, tensioning the moisters, bending, hardware, or cutting the mounting loops, cleaning the elements and places of their installation, cleaning steel mortgage parts from dirt, hazel and spray of the solution, feeding bunkers and boxes with solution, rotten mortar, shift and cleaning gripping devices, fitting elements during the installation process, knocking out wedges with temporarily fastening and removing parts, carry and install mounting devices, laying meshes and links to large block designs (according to project), stock, rearrangement and removal Lifting polyspers, fastening of blocks and cables, installation and permutation (with the help of crane or movement) inventory stop-ups, installation and removal of stairs up to 5 z and weighing up to 50 kg, stepladders, tables, signals when installing, delivery and acceptance of the shift.
4. The norms take into account the movement of structures, materials, tools and devices in the crane area at a distance of up to 30 m (with the exception of particularly agreed cases).
5. When assessing the precast concrete structures of industrial and civil buildings, the structure of forests and scaffolding, not provided for in paragraph 3 of the technical part, normalize the collections 5-1 Yenir "Installation of steel structures. Buildings and industrial structures "or 6-1 Yenir.
6. In tab. 1 and 2 are allowed deviations during installation of precast concrete and concrete structures according to SNiP III-B.3-62 * "Concrete and reinforced concrete structures. Rules for the production and acceptance of installation work. "
7. The installers on the installation of steel and reinforced concrete structures for brevity are referred to as structures.
|
Table 1 |
|
|
Name of deviations |
The magnitude of the permissible deviations in mm |
|
Displacement relative to broken full-time axes: axes of foundation blocks ......... »Glasses of foundations ......... | |
|
Deviation in the top supporting surfaces of the foundations from the project ..... | |
|
Displacement of the axes of the column in the lower section relative to the centering axes .......... | |
|
Deviation of the axes of the column from the vertical in the upper section at the height of the columns N in M: up to 4.5 ....... ............ over 4.5 ................. |
0.001 I, but not more than 35 mm |
|
The difference in top of the top of the columns or the supporting platforms of each tier within the seduced area (block) ................. |
12 + 2 / z, where n ■ - the sequence number of the tier |
|
Displacement of the axes of wall panels and partitions in the lower section relative to the center axes ...... ...... ........ | |
|
Deviation of planes of wall panels and partitions from vertical (in the upper section) ..... | |
|
The difference in the stamping surfaces of the walls of the walls and partitions within the exhausted area (block) ................. | |
|
Offset axes of beams, farms, riggers and runs on the centering axes ....... | |
|
The difference in the top surface of the elements of overlaps within the selected area ..................... | |
|
The difference in the lower surface of two adjacent elements of overlaps ......... | |
|
The same, upper faces ............ | |
Note. The tolerances of the site was allowed and the tolerances between the panels are determined by the project.
|
table 2 |
||||||||||||||||||||||||||||||||||||||||||||||||||||
|
||||||||||||||||||||||||||||||||||||||||||||||||||||