Standard sizes of concrete wall slabs. Wall reinforced concrete panels
Wall reinforced concrete panels are widely used in modern construction, they are used in the construction of external walls of residential buildings, public and industrial buildings, as well as basement slabs.
Types of reinforced concrete wall panels
Reinforced concrete Wall panels subdivided into:
- bearing(perceiving vertical load from its own weight and other building structures - roofs, floor slabs, etc.)
- self-supporting(panels outer wall, perceiving the load only from their own weight and the weight of the panels located above)
- hinged(not intended to support building structures on them, with the exception of internal doors, windows, gates)
Bearing wall panels are more often used in the construction of residential buildings, and hinged - in the construction of administrative buildings.
Exterior wall panels are made from lightweight or heavy concrete, in recent times Expanded clay concrete wall panels are most widely used. Concrete panels are single-layer and multi-layer, with mineral wool or expanded polystyrene insulation, with an external protective and decorative layer, designed for both heated and unheated premises.
Marking of reinforced concrete products
For all reinforced concrete products without fail marked with indelible paint. It displays information about the technical side of the product and includes 3 groups of alphanumeric characters separated by a hyphen. So, the first group indicates the type of product, the second informs about the type of concrete, reinforcement and the bearing capacity of the panel. The third group describes special characteristics.
Advantages of reinforced concrete panels
Modern three-layer reinforced concrete panels consist of an inner layer of heavy concrete, a heat-insulating layer and an outer layer of architectural or ordinary heavy concrete, due to which they have a high load-bearing capacity. When using reinforced concrete panels for building a house, you can:
- reduce energy costs
- use various sizes and configurations of panels, which will help to realize the most interesting planning and architectural solutions
- use an effective mineral insulation
- minimize the cost of erecting buildings due to the speed of their construction
Our company also offers to buy prefabricated reinforced concrete wall panels, which are increasingly used in private construction. Made according to the type of constructor (each part is connected to neighboring elements in a special way), these panels form a solid and robust design that meets all safety requirements and long-term operation.
concrete fence panels
Concrete fences are gaining more and more popularity. We offer customers to buy concrete panels for the fence, using them for fencing industrial enterprises, warehouse, cottage or private house.
Wall exterior concrete and reinforced concrete panels have found the widest application in the construction of houses, as well as industrial and public facilities. Their appearance, more than 50 years ago, was a real breakthrough in construction and made it possible to reduce the period of building construction by several times.
Types of reinforced concrete panels
Reinforced concrete is a monolith of steel reinforcement and concrete. The interaction of these materials is very effective. Concrete stone reliably adheres to metal, protecting it well from rusting. These components complement each other in terms of resistance to different loads.
The resulting structures have significant strength, and only a high-tech tool can help in their processing. Recently, diamond drilling of holes in concrete has become in demand.
Note!
The volume of reinforced concrete products is mainly occupied by cheap raw materials - gravel, crushed stone, sand.
Therefore, their price is relatively low.
What varieties exist
Reinforced concrete products are divided into:
- prestressed products;
- analogues reinforced by the usual method.
By density (specific gravity) and brand of concrete:
- super heavy ones from 2.5 t/m³;
- heavy analogues, with a density of 1.8/2.5 t/m³;
- lungs, their specific gravity up to 1.8 t/m³;
- ultralight products, their density is 0.7 t/m³.
According to their structure, reinforced concrete wall panels are divided into:
- monolithic;
- hollow;
- made from one type of solution;
- made from different types of mixture.
Reinforced concrete products can be intended:
- for residential and public buildings;
- for production facilities;
- for engineering structures.
Production Methods
The production of panels is carried out at the factories of reinforced concrete products using different methods.
- Bench technology is designed for the manufacture of large-sized products. The solution is poured into fixed molds. Special units: concrete pavers and vibrators, in turn, approach the stands and perform technological steps.
- The cassette method is a modification of the previous method. The panels are produced in fixed cassettes, which consist of several steel compartments. A frame of reinforcement is placed in the mold, then it is filled with concrete. Heat treatment is carried out by contact, through the walls of the cassettes.
After heating, the walls of the molds are removed, and the panels are removed by an overhead crane. This method produces flat products: wall structures and analogues for ceilings.
- With flow-aggregate technology, molds for products move along the chain from one mechanism to the next. Wet and heat treatment is carried out continuously.
- With the vibro-rolling method, the entire production cycle takes place on a single installation of the in-line principle of operation (vibro-rolling mill). It is a conveyor consisting of rubber-protected steel.
Its tape moves through technological posts. They take place: installation of a frame made of reinforcement, concrete pouring, its compaction by vibration and heat treatment. The instruction recommends that this method be used to produce partition and ceiling panels, as well as external wall slabs made of lightweight concrete.
Technical requirements
For wall tiles state standards make the most stringent demands.
- Accuracy of standard dimensions, as well as geometric shape.
- Optimal design of joints and nodes.
- The exact location of mortgages.
- Compliance with the standard size and mass of reinforced concrete products with the capabilities of transport and lifting machines.
Note!
A house made of reinforced concrete panels should be constructed from products whose dimensions lie within the limits of deviations and tolerances.
They are determined by GOST No. 130/15.4/84.
- The dimensions of the mortgages in them must comply with the standard values, the error should not exceed 0.5 cm.
- Allowable axial displacement of mortgages is not more than 1 cm.
- These elements should be flush with the plane of the panels or above it - no more than 0.3 cm.
More about wall tiles
Large wall slabs were designed to speed up the pace of construction. For example, a cottage made of reinforced concrete panels can be built in just 2 weeks.
Advantages of reinforced concrete products
The popularity of reinforced concrete panels in mass construction, in addition to the high pace of work, is also explained by their other advantages:
- high strength;
- good bearing capacity;
- acceptable level of thermal insulation;
- 100% fire resistant;
- resistance to temperature changes;
- durability of operation.
Types of panel construction
Panel construction can be frame and frameless.
It depends on which wall slabs are used: enclosing and bearing or only enclosing.
- In frameless buildings, the load of the floors is carried by the wall panels themselves.
- In frame analogues, the supporting functions are performed by frames. Wall plates are used for zoning, fencing, sound and heat insulation.
Factories produce panels for both external and internal walls.
- According to the structure, external slabs are divided into three categories: single-layer, made from cellular or lightweight concrete and consisting of two or three layers. The latter are made of heavy types of concrete and heat insulator.
- Outside, the structures are covered with facade ceramic tiles, decorative mortar, weather-resistant paints, etc. The inside of the boards is trimmed and prepared for finishing.
- The height of wall reinforced concrete panels is equal to the height of one floor. Their width extends to 1/2 of the room (300/720 cm), the thickness can be 20/50 cm. The dimensions of reinforced concrete wall panels for partitions correspond to the dimensions of the premises. Their thickness is 3/16 cm.
Classification of wall slabs
There are different divisions of panels into categories, based on the underlying principle: typical features, purpose, structure, composition of the material.
Plate construction
Manufactured panels are divided into monolithic and composite analogues.
In turn, layered products can be solid or have layers of air.
- Single-layer analogues are made of homogeneous concrete with low thermal conductivity. The thickness of their outer part is 2/4 cm. Inside, the plate is decorated with lining.
- Two-layer plates have a continuous structure. Their bearing layer is made of reinforced concrete mortar. This is the inner part of the panel, which additionally plays the role of a vapor barrier. The outer heat-shielding layer is covered with a cement-sand mortar.
- Reinforced concrete three-layer panels are made of two slabs interconnected by a welded reinforcement frame. A heater is laid between them.
According to the bearing capacity, wall slabs are divided into:
- self-supporting products;
- carrier analogues.
- hanging panels.
partition panels
- These large-sized slabs have a floor height and a length of up to 600 cm. They are intended for the construction of prefabricated buildings.
Note!
For the production of partition panels, ordinary or gypsum concrete with high strength should be used.
The material must have good water resistance and frost resistance.
- Such slabs are reinforced with iron wire mesh or rods made of thermally and mechanically resistant steel, class A / III, AT / IIIC. All steel parts of the product must be coated with anti-corrosion primer.
Single layer boards
- For the production of single-layer wall panels, concrete is used, which has a homogeneous structure and high level thermal insulation. Most often it is a light (cellular) material.
- The outer side of the slabs is covered with a layer of cladding, 2/4 cm thick, to protect them from atmospheric influences.
- How to finish the interior, various plasters, tiles, etc. are used.
Two-layer panels
- The two-layer variety of plates, as a rule, has a continuous structure. The first bearing layer is made of dense reinforced concrete. The other layer is insulating.
- It is located on the outside and covered with a cement-sand mortar.
- The carrier layer is located inside the premises and at the same time serves as a vapor barrier.
Three-layer type of products
Most of all, reinforced concrete three-layer wall panels are now in demand.
- The basis of the three-layer plate is the outer bearing side, the inner panel is attached to it with reinforcement. Due to the gap between them, they decrease heat loss in the building.
- Mineral wool, cement-based fiberboard, foam silicate, polyurethane can serve as a heat insulator in such products.
- Three-layer slabs have standard sizes and vary in thickness. It is chosen by the designers based on the climate conditions of the area and the thermal parameters of the building.
- This type of panels is made from a mixture of either heavy types of concrete with a class of at least B-12.5.
- Reinforce products with welded meshes or bulk steel frames. All metal parts of the plates are protected with anti-corrosion primers.
- The characteristics of three-layer panels for walls are determined by the standards of GOST No. 31310/2005 and GOST No. 13015/2003.
- If it is necessary to process the slabs during their installation, cutting of reinforced concrete with diamond wheels is carried out.
Product dimensions
- The main criterion for choosing wall plates with your own hands is their size. They must be specified in the design of the building, taking into account its structural schemes and floor plans.
- The dimensions and thickness, the size and number of openings, the technical characteristics of the panels are determined based on the project.
- Typical dimensions of slabs for residential buildings: height is one floor, width is one or two rooms. External panels have door and window openings. Plates for partitions are solid or have doorways.
- Panels for industrial facilities have a length of 6 meters, 9 and 12.
Note!
The thickness of the wall slabs should be chosen based on the climate conditions in your area.
The thermal properties of the building materials used are also of great importance.
Manufacturers produce products with a thickness of 20/50 centimeters
Product labeling
Panels are marked with letters and numbers through a dash.
- The first group indicates the type of plate and its dimensions: length, height (in decimeters), thickness (in centimeters).
- The following fragment defines the class and type of concrete: L - light, T - heavy, R - cellular.
- The third part reports on the additional qualities of the product.
For example:
- seismic resistance is more than 7 points - C;
- frost resistance below -40 degrees - M;
- permeability: especially low - O, reduced - P, normal - N.
This group of brands includes indications of the design properties of products:
- their form;
- end configuration;
- type and location of openings, if any;
- the shape of the strobe (if present) at the junctions of adjacent elements;
- type and location of rebar outlets and embeds;
- the presence of a reinforcing structure to reduce loads due to uneven foundation deformations.
Let's give an example of marking: PST 598-300-20.
- PST - three-layer wall panel;
598 cm - its length;
300 cm - its height;
20 cm is its width.
Conclusion
Reinforced concrete panels of fences, walls and ceilings are an integral part of modern mass construction. The use of new technologies, materials and design solutions in their manufacture makes it possible to optimize the construction of buildings.
If you get acquainted with the video in this article, you will get a lot more useful information.
Three-layer wall panels are used in the construction of multi-storey residential buildings, cottages and industrial facilities.
They are manufactured in the factory from three plates, which are interconnected by a reinforcing cage.
Heat-saving material is placed in the free space. The release of such panels made it possible to speed up and optimize the construction process.
Consider the types of reinforced concrete slabs and their characteristics, advantages and disadvantages, regulatory requirements for production.
Panel Features
Depending on the design features reinforced concrete wall panels are divided into types:
№ | Kinds | Characteristics |
---|---|---|
1 | Single layer | They are made of concrete on porous aggregates: foam concrete, aerated concrete, ash gravel. Expanded clay, slag, etc. serve as fillers. The outer side is covered with a facing layer 2-4 mm thick to protect the panel from moisture and other atmospheric influences. The interior is plastered. |
2 | Double layer | Produced from two layers: outer and insulating. On the inside plates fix the insulation material, cover it cement mortar. Install the structure with the heat-saving side inward. |
3 | Three-layer | They are made in the form of a sandwich of two outer plates and a heater between them. They have enhanced properties to keep warm and not let in street noise. |
Depending on their design features, the panels receive and distribute the loads that fall on them in different ways.
Depending on the resistance to stress, they are divided into:
Type depending on load resistance | Characteristics | Manufacturing materials |
---|---|---|
Carriers | They accept and distribute loads from their mass, ceilings, finishing materials. | Blocks from small to large. Internal panels are made hollow, solid, often ribbed or with ribs located along the contour of the plate. |
Self-supporting | They take loads of their weight and wind effects and transfer them to the frame part of the building. | Large panels. |
Mounted | Withstand wind loads and their own gravity within one floor. | Multilayer lightweight energy efficient materials. Serve as a protective structure. |
Mineral wool, fiberglass and other fireproof materials serve as a heater.
The outer layer is made depending on the requirements for operational, protective, decorative properties.
It can be finished with concrete, tiles, natural stone, sprinkled with decorative gravel or painted with facade paint.
For the installation of walls and in heated housing construction, multilayer wall panels are used, the design of which includes: outer protective-finishing, heat-saving and bearing layers.
wall panel requirements
Wall panels undergo strict quality control and compliance with requirements
Wall panels used in construction must comply with the requirements of regulatory documents:
- strict compliance with sizes and geometric shapes;
- high rates of heat saving and sound insulation;
- high strength, low specific gravity;
- fire resistance;
- high-quality reinforcement, all intersections of the reinforcement must be fastened together by welding;
- quality of docking connections;
- resistance to atmospheric and mechanical influences;
- economy.
High stability of reinforced concrete wall panels is ensured when they are connected to each other and to ceilings. Concrete concrete panels themselves are not sufficiently stable due to their shape: large length, width and small thickness.
Flaws
The disadvantages of reinforced concrete slabs include the fact that, due to the large weight and size, it is necessary to involve special equipment during the transportation and installation of blocks.
How to distinguish high-quality concrete products
Without special equipment, the quality of the concrete used in the manufacture cannot be determined. But there are a few tricks on how to visually try to establish the quality of a wall panel.
The brand of concrete can be determined by color:
If defects and thin reinforcement are visible during external examination, then most likely the plate is of poor quality
The surface of the plate must be free of cracks, chips, and other defects. The reinforcement must not protrude from the concrete slab.
According to GOST, the hinges are made of metal with a thickness of more than 10 mm.
If you see that the hinges are made of thin metal, it can be assumed that they also saved on internal reinforcement.
If during the inspection at least one of the described shortcomings was revealed, it is better not to buy such wall panels. Having saved on material, you will lose on the fact that the building will last much less and will need to perform frequent repairs.
Panel marking
Each wall panel is marked, which allows you to find out its characteristicsReinforced concrete products must be marked with letters and numbers written through a dash.
The first group of characters indicates the purpose and dimensions designs. An example of marking PST 700-350-25, where the length is 700 cm, the width is 350 cm, the thickness is 25 cm.
The last part of the marking indicates additional parameters:
- resistance to seismic ground vibrations greater than 7 points is denoted by the letter C;
- the possibility of operation at temperatures lower than 40 degrees, the letter M;
- permeability: normal - N, reduced - P, very low - O.
The following parameters are also indicated in the marking:
- Shape, end face configuration.
- Location and dimensions of door and window openings.
- type and location.
- The presence and shape of strobes in the junctions of adjacent elements.
For construction, you need to purchase reinforced concrete slabs made according to all the requirements of the standards. In this case, housing construction will be reliable and warm. For more information about the installation of three-layer reinforced concrete structures, see this video:
The most optimal option for energy efficient construction is the use of three-layer reinforced concrete panels.
STATE STANDARD OF THE UNION OF THE SSR
OUTDOOR WALL PANELS
CONCRETE AND REINFORCED CONCRETE
FOR RESIDENTIAL AND PUBLIC
BUILDINGS
GENERAL SPECIFICATIONS
GOST 11024-84
USSR STATE CONSTRUCTION COMMITTEE
STATE STANDARD OF THE UNION OF THE SSR
Decree of the State Committee of the USSR for Construction of December 12, 1983 No. 319, the deadline for the introduction is setfrom 01.01.85
* Reissue (May 1986) with Amendment No. 1 approved in November 1985 (IUS 1-86).
Non-compliance with the standard is punishable by law
This standard applies to concrete and reinforced concrete panels made from lightweight concrete, autoclaved aerated concrete and heavy concrete and intended for the exterior walls of residential and public buildings. Panels intended for use in aggressive environments shall comply with the requirements of this standard and additional guidance. project documentation established taking into account the requirements of SNiP 2.03.11-85. The panels are used in buildings taking into account the fire resistance limit of the wall and the limit of fire propagation along the wall in accordance with the requirements of SNiP 2.01.02-85, SNiP 2.08.01-85 and SNiP 2.08.02-85, depending on the required degree of fire resistance of the building. The use of single-layer panels made of autoclaved cellular concrete and two-layer panels with a heat-insulating layer of lightweight concrete of a large-pore structure is not allowed in the walls of the basement and technical underground. The standard does not apply to panels of interspecific use (strip cut for public and industrial buildings and single-row cut for public and auxiliary buildings of industrial enterprises) in terms of types, basic parameters, sizes and symbols of panels, as well as prestressed panels, solid two-layer panels with insulating layer of autoclaved cellular concrete, panels that are internal in composite exterior walls, and panels for walls of wet rooms. The terms used in the standard and their explanations are given in reference Appendix 1. (Changed edition, Rev. No. 1, 2).
1. CLASSIFICATION
1.1. Panels are classified according to the following criteria characterizing their types: purpose in the building; constructive decision; the number of main layers. 1.2. By appointment in the building, the panels are divided into: panels for above-ground floors; panels for the basement or technical underground; attic panels. 1.3. According to the constructive solution, the panels are divided into: solid panels; composite panels. 1.4. According to the number of main layers, the panels are divided into: single-layer panels; panels are layered (two-layer and three-layer). Laminated panels can be solid (without air gaps) and with air gaps. Two- and three-layer panels with an air gap located behind the outer layer are hereinafter referred to as two- and three-layer panels with a screen.2. TYPES, MAIN PARAMETERS AND DIMENSIONS
2.1. Panel types 2.1.1. Panels are divided into the following types: for above-ground floors: 1NS - solid single-layer, 2NS - solid two-layer, 3NS - solid three-layer, 4NS - composite single-layer, 5NS - composite two-layer, 6NS - composite three-layer; for the basement or technical underground: 1NTs - solid single-layer, 2NTs - solid two-layer, 3NTs - solid three-layer, 5NTs - composite two-layer, 6NTs - composite three-layer; for the attic: 1НЧ - solid single-layer, 2НЧ - solid two-layer, 3НЧ - solid three-layer, 4НЧ - composite single-layer, 5НЧ - composite two-layer, 6НЧ - composite three-layer. 2.2. Basic dimensions of panels 2.2.1. The coordination dimensions of the panels in the absence of separating elements in the places of their interface with adjacent structures of the building (for example, walls of a perpendicular direction, ceilings and balcony slabs) should be taken from Table. 1. If there are separating elements at the interface of the panels, the coordination length and height of the panels must be equal to the corresponding dimensions given in Table. 1 and reduced by values depending on the coordination dimensions of the separating elements and determined in accordance with ST SEV 1001-78.Table 1
Panel cut view |
Panel View |
Panel size name |
The ratio of the coordination size to the module (M = 100 mm) |
Coordination dimensions, mm |
Single row | Length | 1500, 3000, 4500, 6000, 7500 | ||
1200, 2400, 3600, 4800, 6000, 7200 | ||||
1200, 1800, 2400, 3000, 3600, 4200, 4800, 5400, 6000, 6600, 7200 | ||||
Height | 2800, 3000, 3300, 3600, 4200 | |||
Horizontal strip | Strip | Length | 3000, 4500, 6000, 7500, 9000, 12000 | |
3000, 3600, 4200, 4800, 5400, 6000, 6600, 7200 | ||||
Height | 600, 900, 1200, 1300, 1500, 1800, 2100, 3000 | |||
Prostenochnaya | Length | 300, 600, 1200, 1800 | ||
300, 450, 600, 750, 1200, 1800 | ||||
Height | 1200, 1500, 1800, 2100. 2400, 2700 | |||
vertical strip | Strip | Length | 600, 750, 900, 1200, 1500, 1800 | |
Height | 2800, 3000, 3300, 3600, 4200, 4800, 5400. 6000, 6600, 7200, 8400 | |||
Podokonnaya | Length | 1200, 1800, 2400 | ||
900, 1200, 1350, 1500, 1800, 2100, 2400, 2700 | ||||
Height | 600, 700, 900, 1200, 1300, 1500, 1800, 2100 | |||
Single row and strip | Thickness | 200, 250, 300, 350, 400 | ||
200, 225, 250, 275, 300, 325, 350, 375, 400 |
table 2
Three-layer panel layer |
Type of connections between the outer and inner layers (clause 2.3.6) |
View of the panel on participation in the perception of vertical loads |
Type of concrete layer |
Minimum nominal layer thickness, mm |
Interior |
All types of connections | heavy concrete | ||
Lightweight concrete | ||||
The same, except for monolithic reinforced concrete ribs |
non-bearing |
heavy concrete | ||
Lightweight concrete | ||||
heavy concrete | ||||
Lightweight concrete | ||||
Outer |
All types of connections, except for monolithic reinforced concrete ribs |
Carrier or non-carrier |
heavy concrete | |
Lightweight concrete | ||||
Monolithic reinforced concrete ribs | heavy concrete | |||
Lightweight concrete |
Table 3
Panel type according to the number of main layers |
Basic layer of the panel or reinforced concrete ties of the three-layer panel |
Type of concrete |
Structure of concrete |
Compressive strength class of concrete |
Concrete grades by compressive strength |
single layer | Base layer | Lightweight concrete | B3.5; AT 5; B7.5; AT 10 O'CLOCK; B12.5 | M50, M75, M100, M150 | |
Dense at 6%< V п £ 12 % и поризованная | B3.5; AT 5; B7.5 | M50, M75, M100 | |||
Autoclaved cellular concrete | cellular | B1.5; B2.5; B3.5; AT 5; B7.5 | M25, M35, M50, M75, M100 | ||
Two-layer solid | carrier layer | heavy concrete | Dense at V p £ 3% | B12.5 and above | M150 and above |
Lightweight concrete | B7.5 and above | M100 and above | |||
Two-layer solid | Thermal insulation layer | Coarsely porous | B2.5; B3.5 | M35, M50 | |
Dense at V p £ 6%, V at £ 6% | B3.5; AT 5 | M50, M75 | |||
Three-layer solid | Inner (indoor) and outer layers | heavy concrete | Dense at V p £ 3% | B12.5 and above | M150 and above |
Lightweight concrete | |||||
Reinforced concrete connections between the outer and inner layers | Lightweight concrete | Dense at V p £ 3% | B5 and above | M75 and above | |
heavy concrete | B12.5 and above | M150 and above | |||
Double layer with screen | The inner layer | Lightweight concrete | Dense at V p £ 6%, V at £ 6% | B3.5; AT 5; B7.5; AT 10 O'CLOCK; B12.5 | M50, M75, M100, M150 |
Dense at 6%< V п £ 12 % и поризованная | Q3.5; AT 5; B7.5 | M50, M75, M100 | |||
Autoclaved cellular concrete | cellular | B1.5; B2.5; B3.5; AT 5; B7.5 | M25, M35, M50, M75, M100 | ||
Double layer with screen | Screen | heavy concrete | Dense at V p £ 3% | B12.5 and above | M150 and above |
Lightweight concrete | B7.5 and above | M75 and above | |||
Three-layer with a screen | The inner layer | heavy concrete | Dense at V p £ 3% | B12.5 and above | M150 and above |
Lightweight concrete | B7.5 and above - for load-bearing panels, B5 and above - for non-bearing panels | M100 and above - for load-bearing panels, M75 and above - for non-bearing panels | |||
Screen | heavy concrete | Dense at V p £ 3% | B12.5 and above | M150 and above | |
Lightweight concrete | B7.5 and above | M75 and above |
Table 4
Compressive strength class |
Concrete grade for compressive strength |
Maximum brand for average density |
|||||
lightweight concrete |
autoclaved aerated concrete |
perlite concrete |
claydite concrete and shungizite concrete |
slag-pumice concrete and slag concrete |
aggloporite concrete and concrete on natural aggregates |
autoclaved aerated concrete |
|
B1.5 | |||||||
B2.5 | B2.5 | ||||||
B3.5 | B3.5 | ||||||
AT 5 | AT 5 | ||||||
B7.5 | B7.5 | ||||||
B12.5 |
Table 5
Surface from which the concrete cover thickness is set |
Type of concrete of the layer in which the reinforcement is located |
The minimum thickness of the protective layer of concrete to reinforcement, mm |
|
constructive |
|||
Outdoor (facade); surface adjacent to the thermal insulation layer | heavy concrete | ||
Lightweight concrete | |||
Autoclaved cellular concrete | |||
internal; end; opening edge; surface adjacent to the air gap | heavy concrete | ||
Lightweight concrete | |||
Autoclaved cellular concrete | |||
The face of a separate reinforced concrete connection (key) or rib connecting the elephant of a three-layer panel | heavy concrete | ||
Lightweight concrete |
1NS60 .29.35-75L
The same, panels of the 2NS type, 3590 mm long, 2865 mm high, 400 mm thick (size 2NS36.29.40), with an internal bearing layer of lightweight concrete of the M200 compressive strength grade:
2NS36 .29.40-200L
The same, panels of the 3NS type, 2990 mm long, 2865 mm high, 350 mm thick (size 3NS30.29.35), with an internal bearing layer of heavy concrete of the M200 compressive strength grade, intended for buildings with an estimated seismicity of 8 points, built in areas with an estimated winter outdoor temperature below minus 40°С:
3NS30 .29.35-200T-SM
The same, panels of type 1NTs 2990 mm long, 2300 mm high, 300 mm thick (size 1NTs30.23.30), made of lightweight concrete of M100 compressive strength grade:
1NC30 .23.30-100L
Note. It is allowed to accept designations of panel brands in accordance with the instructions of the working drawings of standard structures until they are revised. (Revised edition, Rev. No. 2).
3. TECHNICAL REQUIREMENTS
3.1. Panels of specific types should be manufactured in accordance with the requirements of technical specifications developed taking into account this standard for design and technological documentation, approved in the prescribed manner. (Revised edition, Rev. No. 2). 3.2. (Deleted, Rev. No. 2). 3.3. The panels must be factory-ready in accordance with the requirements of this standard and additional requirements of project documentation for specific buildings, established taking into account the conditions of transportation and storage of panels, the technology of loading and unloading operations and the installation of buildings. Composite panels should be shipped assembled. In cases stipulated by the design documentation for specific buildings, the panels should be delivered with applied waterproof and other primers, waterproofing and vapor barrier coatings, installed windows, doors, window sills (boards) and drains, with sealing and thermal insulation at the joints between window and door blocks and edges of openings, overhead products and other structural elements specified in clause 3.4. Delivery of panels without windows, doors, window sills (boards) and drains, if their installation is provided for by the design documentation, is allowed only by agreement between the manufacturer and the consumer and the design organization authoring the project. 3.4. In the cases provided for by the project documentation, the panels must have: protrusions, cutouts, grooves, niches, steel embedded and overhead products and other structural elements designed to support the panels on the building structures, as well as to support and adjoin mixed structures; cutouts and recesses in the end zones and in other places of adjunctions to panels of adjacent structures, intended for the formation of a key connection after the joints have been sealed; reinforcing outlets, steel embedded products and others structural elements for connecting panels to each other and to adjacent building structures; protrusions, grooves and other structural details in the end zones of the panels, as well as along the perimeter of the openings, designed to form an anti-rain barrier, stop sealing gaskets and sealants, install a water-breaking element (tape) at the junction and for other purposes; nests for mounting (lifting) loops and other mounting and connecting parts; installed windows with window sills (or boards) and drains and doors; embedded and overhead products and other structural elements for attaching attached window sills (boards), sun protection devices, curtains, cornices, devices for hanging curtains and other building equipment, open heating devices and other elements engineering equipment ; elements of concealed electrical wiring systems. (Revised edition, Rev. No. 2). 3.5. The panels must meet the requirements of GOST 13015.0-83: in terms of strength, rigidity and crack resistance of panels; according to the indicators of the actual strength of concrete (at the design age and vacation age); frost resistance of concrete; according to the average density of thermal conductivity and release moisture of lightweight concrete and autoclaved cellular concrete of single-layer panels, the inner layer of two-layer panels with a screen and the heat-insulating layer of three-layer panels, as well as lightweight concrete of the heat-insulating layer of solid two-layer panels; to the shape, size and quality of reinforcing and embedded products and their position in the panels; to classes and grades of reinforcing steel for mounting loops; by deviations of the thickness of the protective layer of concrete to the working reinforcement; for corrosion protection of reinforcing outlets, embedded and connecting products, as well as metal ties made of steels that are not resistant to aggressive environmental influences, in three-layer panels. (Revised edition, Rev. No. 2). 3.6. Requirements for concrete and mortar 3.6.1. (Deleted, Rev. No. 2). 3.6.2. The actual strength of the solution of the outer protective-decorative and internal finishing layers of the panels must correspond to the brand of the solution in terms of compressive strength, established by the project documentation. 3.6.3. Delivery of panels to the consumer should be made after the solution reaches the normalized tempering strength. 3.6.4. The value of the normalized tempering strength of concrete and mortar panels as a percentage of the class or grade in terms of compressive strength should be taken equal to: decorative and internal finishing layers; 80 - for lightweight concrete class B10 and below, or grade M100 and below; 100 - for autoclaved cellular concrete. It is allowed to reduce the normalized tempering strength of concrete or mortar of the outer protective and decorative layer on white cement to 60% of the class or grade in terms of compressive strength. For the cold period of the year, it is allowed to increase the value of the normalized tempering strength of concrete or mortar as a percentage of the class or grade in terms of compressive strength, but not more than: 85 - for heavy concrete of all classes or grades and for lightweight concrete of class B12.5 and above or grade M150 and higher; 90 - for lightweight concrete of class B10 and below, or grade M100 and below, as well as mortar or concrete of the outer protective-decorative and inner finishing layers. For non-load-bearing panels, the outer layer of three-layer panels, as well as panels for which the calculation of the forces arising from the transportation and storage of panels and during the installation of buildings is decisive, it is allowed for any period of the year to increase the normalized tempering strength of heavy and lightweight concrete, as well as mortar or concrete of the outer protective-decorative and inner finishing layers up to 100% of the class or grade in terms of compressive strength. The value of the normalized tempering strength of concrete and mortar should be taken according to the design documentation for a particular building in accordance with the requirements of GOST 13015.0-83. It is allowed to supply panels with a tempering strength of concrete and mortar below the strength corresponding to their class or grade in terms of compressive strength, provided that the manufacturer guarantees that the concrete or mortar of the panels will achieve the required strength at the design age, determined by the results of testing control samples made of concrete mixtures of the working composition and stored under conditions in accordance with GOST 18105-86. (Changed edition, Rev. No. 1, 2). 3.6.5. The frost resistance of the solution of panels must correspond to the frost resistance grades established by the design documentation for specific buildings and specified in the order for the manufacture of panels. 3.6.6. (Deleted, Rev. No. 2). 3.6.7. (Deleted, Rev. No. 2). 3.6.8. Humidity by weight of autoclaved cellular concrete on shale ash of single-layer panels and the inner layer of two-layer panels with a screen when the panels are released to the consumer should not exceed 30%. 3.6.9. Concretes, materials for their preparation and mixtures of lightweight concrete must meet the requirements of the standards for these types of concrete (for lightweight concrete - GOST 25820-83, for cellular concrete - GOST 25485-82, for heavy concrete - GOST 26633-85 and this standard. ( 3.6.10. The type and actual structure of the concrete of the main layers of panels, connecting ribs and dowels in three-layer panels, as well as the type of coarse and fine concrete aggregates of the panels must comply with those established by the design documentation for specific buildings. (Modified 3.6.11. The bulk density grade of expanded perlite sand used for the preparation of lightweight concrete must be at least 250. It is allowed, with a feasibility study and ensuring the specified properties of lightweight concrete, to use expanded perlite sand of a grade according to bulk density 200. 3.6.12. The quality of the materials used for the preparation of the solution must ensure the fulfillment of t technical requirements for the solution established by this standard. (Revised edition, Rev. No. 2). 3.7. (Deleted, Rev. No. 2). 3.8. Requirements for the thermal insulation layer of three-layer panels. 3.8.1. The quality of materials and products used for the heat-insulating layer of three-layer panels must meet the requirements of standards or duly approved specifications for these materials and products and ensure that the technical requirements for the heat-insulating layer established by this standard and project documentation are met. Heat-insulating products for three-layer panels must meet the requirements: heat-insulating plates made of polystyrene foam of the type PSB or PSB-S - GOST 15588-86; heat-insulating boards made of foam plastic based on resole phenol-formaldehyde resins - GOST 20916-87; mineral wool boards of increased rigidity on a synthetic binder - GOST 22950-78; heat-insulating plates made of mineral wool on a synthetic binder - GOST 9573-82; heat-insulating plates made of glass staple fiber - GOST 10499-78; fiberboard slabs on Portland cement - GOST 8928-81. (Revised edition, Rev. No. 2). 3.8.2. The compressibility of the heat-insulating layer of three-layer panels, in the manufacture of which the concrete of the outer or inner layer is laid on the heat-insulating layer, should not exceed 6% at the pressure created by the weight of this concrete layer. It is allowed to use in such panels heat-insulating products with a compressibility at the specified pressure from 6 to 15% in combination with heat-insulating products, the compressibility of which does not exceed 4%. In this case, a layer of more rigid heat-insulating products should be laid over a layer of less rigid products. 3.8.3. Humidity of heat-insulating products when laying in three-layer panels (initial humidity) should not exceed the maximum permissible humidity established by the standard or technical conditions for products of this type. The moisture content of the heat-insulating layer of three-layer panels when they are sold to the consumer (release humidity) should not exceed the maximum permissible humidity established for the heat-insulating products from which this layer is made, by more than 5% by weight. 3.8.4. Thermal insulation boards or blocks should be placed in three-layer panels in one or more layers tightly to each other. When heat-insulating plates or blocks are arranged in several layers, they must be laid with offset seams in adjacent layers by an amount not less than their thickness in accordance with the instructions of the project documentation. Mutual arrangement of heat-insulating plates in adjacent layers at their junction with the end faces of panels and openings, as well as connections connecting the outer and inner layers, should be taken according to the instructions of the project documentation. (Revised edition, Rev. No. 2). 3.8.5. The gaps between the ends of heat-insulating slabs or blocks and the gaps at their junctions with the form must be protected from leakage of the concrete mixture and its mortar component in the areas specified in the project documentation. 3.8.6. Moisture-intensive and non-moisture-resistant heat-insulating materials and products, if necessary, determined by the design of three-layer panels, the technology of their molding and heat treatment, must be protected from moisture in the process of manufacturing panels with waterproof materials. Methods for protecting moisture-intensive and non-moisture-resistant heat-insulating materials and products should be adopted according to the instructions of the project documentation. 3.9. Requirements for finishing panels 3.9.1. The appearance and actual values of the panel finishing parameters must comply with the requirements established by this standard and project documentation for specific buildings. 3.9.2. The quality of materials and products used for panel finishing must meet the requirements of standards or duly approved specifications for these materials and products and ensure that the requirements for the appearance and finish of panels established by this standard and project documentation are met. (Revised edition, Rev. No. 2). 3.9.3. Facing concrete panels on expanded perlite sand with ceramic, glass and other tiles is allowed: when the moisture content of the concrete panels when they are released to the consumer is not more than 12% by volume; when the humidity of the concrete of the panels when they are released to the consumer is more than 12% by volume - in the case of the use of panels in the walls of rooms with dry or normal humidity conditions and when they are checked in buildings built in the climatic subregion where mass construction will be carried out. 3.9.4. Adhesion strength facing tiles with mortar or concrete, 7 days after the heat treatment of the panels, there should be at least: tiles made of natural stone - 0.49 MPa (5 kgf / cm 2); ceramic and glass tiles - 0.98 MPa (10 kgf / cm 2); glass mosaics - 1.47 MPa (15 kgf / cm 2). 3.9.5. (Deleted, Rev. No. 2). 3.10. Requirements for the protection of panels from moisture, water and air penetration 3.10.1. Single-layer panels made of autoclaved cellular concrete and solid two-layer panels with an outer heat-insulating layer made of lightweight concrete of large-pore structure must be protected from getting wet and moistened during operation from the outer (facade) surface, upper and side end faces and slopes of openings with a protective and decorative layer, waterproof coating or in another way in accordance with the instructions of the project documentation. 3.10.2. The sections of the upper and side end faces of the panels, intended for the formation of zones of water and air insulation of the joints between the panels, must be coated with a primer. In cases where these areas are located within the thickness of a layer of lightweight concrete with a large-pore structure, they should be preliminarily rubbed with a cement mortar or other composition. 3.10.3. The type and technical characteristics of waterproofing materials and primers, the places of their application on the panels, as well as the location of the sections of the end and other edges of the panel (for example, slopes of openings) to be grouted, must comply with those established by the project documentation. 3.10.4. The junctions of window and door blocks to the edges of the openings must be protected from water and air penetration using sealing mastics, sealing gaskets or in another way in accordance with the instructions of the project documentation. 3.10.5. The internal surfaces of single-layer panels made of autoclaved cellular concrete or lightweight concrete on expanded perlite sand or zone and layered panels with an inner layer of concrete of these types, in cases where these panels are intended for walls of premises with a wet regime, must have a vapor barrier coating. The type and technical characteristics of this coating must comply with those established by the design documentation. 3.11. Requirements for the accuracy of the geometric parameters of the panels 3.11.1. The values of the actual deviations of the geometric parameters of the panels should not exceed the limit values indicated in Table. 6.Table 6
Geometric parameter and its nominal value |
Previous off |
|
Panel length and height: up to 500 | ||
St. 500 » 1000 | ||
» 1000 » 1600 | ||
» 1600 » 2500 | ||
» 2500 » 4000 | ||
» 4000 » 8000 | ||
» 8000 | ||
Panel thickness: | ||
up to 500 | ||
St. 250 » 500 | ||
Dimensions of openings, cutouts, protrusions and recesses, including cutouts and recesses for the formation of a keyed connection after embedding joints, protrusions for sealing gaskets and sealants, grooves for installing a water-breaking element (tape): | ||
up to 20 | ||
St. 20 » 60 | ||
» 60 » 120 | ||
» 120 » 250 | ||
» 250 » 500 | ||
» 500 » 1000 | ||
» 1000 » 1600 | ||
» 1600 » 2500 | ||
» 2500 » 4000 | ||
Dimensions of sockets for junction boxes, switches and socket outlets, cross-sections of channels and furrows for electrical wiring | ||
The size that determines the position of openings, cutouts, protrusions and recesses, including cutouts and recesses for the formation of a keyed connection after embedding joints, protrusions for abutment of gaskets and sealants, grooves for installing a water baffle element (tape), as well as sockets for junction boxes, switches and socket outlets, channels and furrows for electrical wiring: | ||
up to 20 | ||
St. 20 » 60 | ||
» 60 » 120 | ||
» 120 » 250 | ||
» 250 » 500 | ||
» 500 » 1000 | ||
» 1000 » 1600 | ||
» 1600 » 2500 | ||
» 2500 » 4000 | ||
The size that determines the position of the elements of steel embedded products, located in accordance with the design documentation at the same level with the concrete surface and not serving as fixators during installation: in the plane of the panel: | ||
for elements of embedded products with dimensions in this plane up to 100 mm | ||
for elements of embedded products larger than 100 mm in this plane | ||
from the plane of the panel | ||
The size that determines the position of steel embedded products that serve as clamps during installation | ||
Straightness deviation | Straightness of the profile of the front surfaces of the panel, its supporting faces and sections of the end faces forming the mouths of the joints, in any section: | |
in sections 1 m long | ||
for the entire length of the panel length: | ||
up to 2500 | ||
St. 2500 » 4000 | ||
» 4000 » 8000 | ||
» 8000 | ||
Flatness deviation | The flatness of the front surface of the panel when measured from a conditional plane passing through three corner points of the panel surface, at the largest size (length or height): | |
up to 2500 | ||
St. 2500 » 4000 | ||
» 4000 » 8000 | ||
» 8000 | ||
Deviation from equality of diagonals | The difference in the lengths of the diagonals of the front surfaces of the panel (for panels and openings having the shape of a rectangle) at the largest size (length or height): | |
up to 4000 | ||
St. 4000 » 8000 | ||
» 8000 | ||
Deviation from squareness | Perpendicularity of adjacent end faces (for non-rectangular panels and openings) in sections with a length of: | |
400 | ||
1000 |
Table 7
Type of geometric parameter deviation |
Geometric parameter |
Previous off |
Deviation from linear dimension | The thickness of the external protective and decorative and internal finishing layers of the panel, as well as the total thickness of the external protective and decorative (or internal finishing) layer and the main concrete layer of the layered panel, which are lower during molding | |
Cross-sectional dimensions of individual reinforced concrete ties (dowels) and the thickness of reinforced concrete ribs connecting the outer and inner main layers of three-layer panels, and ribs forming thickenings of these layers (for example, along the perimeter of a panel or opening) | ||
The thickness of the heat-insulating layer of three-layer panels: | ||
from monolithic material | ||
from products (plates, blocks) located in one layer, with compressibility of products: | ||
up to 2% | ||
St. 2% | ||
from products (plates, blocks) arranged in two layers, with compressibility of products: | ||
up to 2% (in both layers) | ||
St. 2% (in one or both layers) |
4. ACCEPTANCE RULES
4.1. Acceptance of panels should be made in batches in accordance with the requirements of GOST 13015.1-81 and this standard. The composition of the batch includes panels of the same type of concrete of the same class (or brand) in terms of compressive strength and the same brand in average density, made using the same technology from materials of the same type and quality within no more than one day. 4.2. When accepting them, the batch panels should be divided into groups in terms of the accuracy of geometric parameters and the quality of concrete surfaces, controlled by measuring the finished panels. Each group must contain panels of the same size. In this case, if there are openings in the panels, the group should be formed from panels with the same type and number of openings. It is allowed to combine panels of different lengths with the same type and number of openings into one group. 4.3. Acceptance loading tests to determine strength, stiffness and crack resistance should be subjected to those panels, the need to control which for one, two or all of these indicators is established by the design documentation. Load testing of panels is carried out before the start of mass production of panels and in the future - when changing their design. It is allowed, with the permission of the design organization - the author of the design documentation for specific buildings, not to test the panels by loading when changing their design (including reinforcement), if these changes do not lead to a decrease in the strength, rigidity and crack resistance of the panels. Assessment of the quality of panels based on the results of their loading tests should be carried out in accordance with the requirements of GOST 8829-85 and the instructions of the project documentation. (Revised edition, Rev. No. 2). 4.4. Acceptance control of panels in terms of the strength of the solution of the outer protective-decorative and inner finishing layers (compressive strength and tempering strength grade) should be carried out in the process of acceptance tests for each batch of products. Acceptance of panels according to these indicators should be carried out according to the results of tests of control samples. The strength of the solution is evaluated by the average value of the test results of at least one series of samples made from one sample of the solution, but at least once per shift. 4.5. In cases where, as a result of the inspection, it is found that the actual tempering strength of the concrete or mortar of the panels has not reached the established paragraphs. 3.5 and 3.6, the panels should be accepted only after the concrete and mortar have reached the strength corresponding to their classes or grades in terms of compressive strength. 4.6. Panel tests for frost resistance of concrete and mortar should be carried out at least once every 3 months. 4.7. (Deleted, Rev. No. 2). 4.7.1. (Deleted, Rev. No. 2). 4.8. Release moisture of lightweight concrete, as well as release moisture of the heat-insulating layer of three-layer panels, should be controlled in the manner prescribed for periodic tests, and, in addition, when changing the composition of concrete. At the same time, panels should be tested for humidity: lightweight concrete - at least once a month; thermal insulation layer of three-layer panels - at least twice a month. 4.8.1. The release moisture of lightweight concrete and autoclaved cellular concrete, as well as the release moisture of the thermal insulation layer of three-layer panels, should be controlled by the results of testing samples taken from three finished panels. The assessment of the actual release humidity should be made based on the results of checking each controlled panel according to the average value of the moisture content of the samples taken from it. 4.9. Control in terms of the porosity of the compacted mixture of lightweight concrete (the volume of intergranular voids, the volume of entrained air) should be carried out at least twice a month. 4.10. Acceptance control of panels for the presence of adhesion of the protective-decorative and finishing layers or facing tiles with concrete or mortar of panels should be carried out in the process of acceptance tests for each batch of products. Acceptance of panels according to this indicator should be carried out according to the results of selective control. 4.11. The adhesion strength of facing tiles with mortar or concrete panels should be controlled in the manner prescribed for periodic testing, as well as when changing the composition of the mortar or concrete, but at least once every 3 months. The adhesion strength of the facing tiles to the mortar or concrete of the panels should be assessed by the average value of the test results of samples taken from five finished panels of one of the accepted batches of products. (Revised edition, Rev. No. 2). 4.11.a The thickness of the protective layer of concrete to the structural reinforcement is controlled in the places indicated in the design documentation, and in the absence of such instructions - in agreement with the design organization - the author of the project of a particular building. (Revised edition, Rev. No. 2). 4.12. Selective control of a group of panels in terms of accuracy of geometric parameters and quality of concrete surfaces (see clause 4.2) should be carried out according to the control plan established for the acceptance of batches of products. In this case, instructions relating to a batch of products should be referred to a group of panels. 4.12.1. Before sampling, it is necessary to reject the panels of the batch with obvious deviations from the requirements of this standard, identified by external inspection of all panels. 4.12.2. Sample panels in which the value of at least one of the actual geometric parameters differs from the nominal value by more than 1.5 times the maximum deviation values established by this standard are subject to rejection, and the group to which such panels belong is subject to continuous control for this setting. 4.12.3. In cases where, in five consecutive batches, two identical groups of panels were not accepted as a result of random control (from the first presentation), but were accepted individually, for the control of these groups of panels in subsequent batches, an inspection plan should be assigned corresponding to the next interval of a larger number of panels in controlled group. If in five subsequent lots these groups of panels are accepted according to the new plan at the first presentation, the original control plan should be accepted for their further acceptance. 4.13. Acceptance of panels in terms of indicators verified by inspection and characterizing the compliance of the appearance of the panels with the established standard, by the presence of waterproofing and anti-corrosion coatings, by the appearance of windows, doors and their installation, as well as by the presence and appearance of reinforcing outlets, embedded products, mounting loops and other elements and details of the panels provided for by the design documentation should be carried out based on the results of a complete control. 4.14. When accepting panels by weight (according to the results of selective control), it is preferable to include panels in the sample that have been checked in terms of accuracy of geometric parameters and the quality of concrete surfaces. 4.15. When panels are supplied in incomplete batches, the consumer has the right to control the delivered part of the batch of panels or panels from different batches. In cases where the panels are not accepted by the consumer due to the discovery of defects that can be eliminated (for example, grease or rust stains on the front surfaces of the panels), the manufacturer has the right to submit these panels for re-acceptance after he eliminates the above defects.5. CONTROL AND TEST METHODS
5.1. Control of strength, stiffness and crack resistance of panels 5.1.1. The control of strength, rigidity and crack resistance of panels should be carried out in accordance with the requirements of GOST 8829-85 and this standard. 5.1.2. Panels intended for load testing in terms of strength, stiffness and crack resistance must meet the requirements of this standard for other indicators. For load tests, it is allowed to use panels with grease and rust spots on the front surfaces, panels with shells, local sags and near the ribs, the dimensions of which exceed the maximum allowed by this standard, no more than twice, as well as panels with other defects that do not affect for their strength, stiffness and fracture toughness. 5.1.3. Load tests should include checking the panel as a whole or its individual sections in accordance with the instructions of the design documentation. 5.2. Strength control of concrete and mortar 5.2.1. Determination of the compressive strength of concrete and mortar by the destructive method should be carried out by loading tests of molded control samples or control samples sawn (drilled) from control blocks, from panels or from elements of composite panels. The manufacture and testing of control samples (cubes or cylinders) should be carried out in accordance with GOST 10180-78 and the requirements of this section. 5.2.2. Control samples and control blocks should be formed from the same concrete mix or mortar from which panels or elements of composite panels are formed. Sawing (drilling out) samples from the panels should be carried out in the areas indicated in the project documentation. The mode of heat and moisture treatment of control samples and control blocks should be the same as the mode of heat and moisture treatment of panels, or elements of composite panels. 5.2.3. Control samples intended to control the strength of concrete and mortar (at the design age and tempering age), until the moment of testing, must harden under the conditions established by GOST 18105-86. (Revised edition, Rev. No. 2). 5.2.4. Control samples that have undergone heat and moisture treatment should be tested in a cooled state. In this case, the period from the end of the heat and moisture treatment to the time of testing must be at least 4 hours. 5.2.5. When using non-destructive testing methods, the compressive strength of concrete in panels should be determined: by the ultrasonic method according to GOST 17624-87 - concrete of any kind, except for lightweight concrete of large-pore structure; mechanical action devices according to GOST 22690. 0-77, GOST 22690.1-77 and GOST 22690.2-77 - heavy concrete. The number and location of controlled sections and the number of measurements in one section to determine the strength of concrete panels by non-destructive methods should be taken in accordance with GOST 18105-86 and project documentation. The strength of concrete is not allowed to be determined by the ultrasonic method in areas of panels where there are cracks. (Revised edition, Rev. No. 2). 5.2.6. Lightweight concrete cylinders drilled from panels and subject to compression testing must have dimensions in accordance with GOST 10180-78 and a diameter of at least 100 mm. Cylinders should be drilled in three places on one panel from the inner surface to a depth equal to approximately 2/3 of the thickness of a single-layer panel or the inner layer of a two-layer panel with a screen. Cylinders should be drilled: from panels with an opening (or openings) - two in the central zones of the walls and one in the central zone of the window sill; from panels without openings - one in the central zone of the panel and two others at a distance of about 1/3 of the panel length on both sides from the place where the first cylinder was drilled out. The test shall be carried out on cylinders obtained from the middle part of the thickness of a single-layer panel or the inner layer of a two-layer screened panel. The end part of the cylinders adjacent to the surface of the panel, from which the drilling was carried out, must be cut off to a height of at least 50 mm. It is allowed to drill out cylinders from the end side faces of the panel. In this case, the end part of the cylinders should be cut to a height of at least 100 mm. The recesses formed in the panel as a result of the drilling of cylinders must be sealed with lightweight concrete. 5.3. Control of frost resistance of concrete and mortar 5.3.1. Frost resistance should be determined: lightweight concrete and mortar with a design grade for frost resistance below F 50 - according to GOST 7025-78 (with bulk freezing); heavy concrete, as well as light concrete and mortar with a design frost resistance grade of F 50 and higher - according to GOST 10060-87; autoclaved cellular concrete - according to GOST 12852.0-77 and GOST 12852.4-77. When determining frost resistance according to GOST 7025-78, concrete or mortar is considered to have passed the test if the strength of the samples subjected to alternate freezing and thawing is no more than 15% lower than the strength of the control samples, and the weight loss does not exceed 5%. (Revised edition, Rev. No. 2). 5.4. Control of the average density of concrete. 5.4.1. The average density of concrete should be determined according to GOST 12730.0-78 and GOST 12730. 1-78. It is allowed to determine the average density of concrete by radioisotope method according to GOST 17623-78. In this case, the average density of concrete must be determined on at least one panel in each shift. 5.4.2. (Deleted, Rev. No. 2) 5.5. Concrete moisture control 5.5.1. The moisture content of lightweight concrete and autoclaved cellular concrete should be determined in accordance with GOST 12730.0-78 and GOST 12730.2-78 by testing samples taken from finished panels. At least two samples should be taken from each panel. It is allowed to determine the moisture content of concrete panels by dielcometric method according to GOST 21718-84. 5.5.2. Concrete samples should be taken by drilling out of the panel at low speed or with a jumper. If a hollow drill is used for this purpose, its diameter must be at least 25 mm. Concrete samples should be taken: from a single-layer panel - from the side of its inner surface to a depth equal to half the thickness of the panel; from the heat-insulating layer of a solid two-layer panel - from the side of its outer surface to a depth equal to 2/3 of the thickness of this layer; from the inner layer of a two-layer panel with a screen - from the side of its inner (facing the room) surface to a depth equal to half the thickness of this layer. The sampling point should be located at a distance from the end faces of the panel at least half of its thickness and at least 200 mm. Holes formed in the panel after sampling must be sealed with a material that ensures the restoration of the required operational properties panels in sampling areas. 5.5.3. The mass of each sample used to determine the moisture content of concrete must be at least: 100 g - for lightweight concrete; 20 g - for autoclaved cellular concrete. 5.6. Control of thermal conductivity (thermal conductivity coefficient) of concrete 5.6.1. The thermal conductivity of lightweight concrete and autoclaved cellular concrete (in the state dried to constant mass) should be determined in accordance with GOST 7076-78 or other duly approved methods that provide measurement accuracy of at least 10%. In this case, a series of samples for monitoring the thermal conductivity of concrete should consist of at least three samples. 5.6.2. Testing the thermal conductivity of concrete according to GOST 7076-78 should be carried out at temperatures on the surfaces of the sample in the range from plus 10 to plus 40 °C. 5.7. Concrete mix porosity control 5.7.1. The volumes of intergranular voids and entrained air in a compacted mixture of lightweight concrete should be determined according to GOST 10181.0-81 and GOST 10181.3-81. 5.8. Control of welded reinforcing and embedded products 5.8.1. Methods for monitoring and testing welded reinforcing and embedded products should be adopted in accordance with GOST 10922-75 and GOST 23858-79. 5.9. Moisture control of the heat-insulating layer of three-layer panels 5.9.1. Moisture control of the heat-insulating material in samples taken from three-layer panels should be carried out by testing them using the methods established in the standards or specifications for the relevant heat-insulating products or materials. At least two samples of heat-insulating material should be taken from each panel. It is allowed not to control the release moisture of the heat-insulating layer made of polystyrene foam boards in accordance with GOST 15588-86, as well as from other non-moisture-intensive and moisture-resistant materials and products in the cases specified in the project documentation. (Revised edition, Rev. No. 2). 5.10. Control of compressibility and initial moisture content of heat-insulating materials and products for three-layer panels 5.10.1. The compressibility and initial moisture content of heat-insulating products and materials for three-layer panels should be controlled in cases where these parameters may change during storage or transportation of these products and materials. 5.10.2. The compressibility and initial moisture content of heat-insulating products and materials in the cases provided for in clause 5.10.1 should be checked before the manufacture of each batch of panels. 5.10.3. The compressibility of heat-insulating products should be checked at the pressure specified in paragraph. 3.8.2, using test equipment and according to the methods given in the standards or specifications for these products. 5.10.4. The initial moisture content of heat-insulating products and materials should be determined by testing samples taken from them using methods established by standards or specifications for the corresponding heat-insulating products and materials. 5.11. Control of presence and adhesion strength of finishing and facing layers with concrete and mortar 5.11.1. The presence of adhesion of the protective-decorative and finishing layers to the concrete of the panel should be checked by tapping. 5.11.2. The adhesion strength of facing tiles with mortar or concrete should be determined according to the method given in CH 389-68. The strength of adhesion to mortar or concrete of large-sized tiles may be determined by other methods approved in the prescribed manner. 5.12. Dimensions of panels, deviations from straightness, flatness, perpendicularity and equality of the diagonals of the panel surfaces, the width of the opening of technological cracks, the dimensions of shells, sags and rims of concrete panels should be checked using the methods established by GOST 26433.0-85 and GOST 130-1575. The dimensions and position of reinforcing products, as well as the thickness of the concrete protective layer to the reinforcement should be determined in accordance with GOST 17625-83 and GOST 22904-78. In the absence of the necessary devices, it is allowed to cut the furrows and expose the panel reinforcement, followed by sealing the furrows. (Revised edition, Rev. No. 2).6. MARKING, STORAGE AND TRANSPORTATION
6.1. Panels should be marked in accordance with GOST 13015.2-81 and this standard. Marking inscriptions should be applied on the non-front end vertical edge of the panel. It is allowed to apply markings on the front surface of the panel near its end vertical edge with paint that does not reduce the quality of the subsequent finishing of the panels. It is allowed, by agreement between the manufacturer and the consumer and the design organization - the author of the design documentation for specific buildings, instead of brands, to put on the panels their abbreviated symbols adopted in the design documentation. Mounting signs should be applied to the panels in cases provided for by the project documentation. Mounting signs indicating the places of slinging and support of the panels must be applied in all cases when the delivery of panels is carried out by rail or water transport. 6.2. Requirements for the document on the quality of panels supplied to the consumer are in accordance with GOST 13015.3-81 and this standard. For sandwich panels made of concrete different types or structures, concrete quality values should be specified for each layer. If there are mortar layers in the panels, the quality document should indicate the mortar strength indicators (compressive strength grade, normalized and actual tempering strength) and the frost resistance grade of the mortar. For concrete and mortar, the class or grade for compressive strength should be indicated. The actual average density of the concrete and the actual thermal conductivity (thermal conductivity coefficient) should be given for concrete dried to constant mass. The actual compressibility of thermal insulation products of three-layer panels is indicated if it exceeds 2%. 6.3. Panels should be transported and stored in accordance with the requirements of GOST 13015.4-84 and this standard. (Revised edition, Rev. No. 2). 6.4. Panels should be stored in cassettes in a vertical or inclined position. Each panel must be installed on wooden pads at least 30 mm high or other types of supports that ensure its safety. When storing and transporting laminated panels, supports should be placed only under their carrier layer. The design of the supports should exclude the possibility of supporting the panel with a heat-insulating or outer protective and decorative layer. If there are parts and parts protruding downwards in the panel, the height of the supports must exceed their height by at least 20 mm. The cassettes should be installed on hard artificial turf grounds or on a dense and even natural base. 6.5. Panels should be transported in a vertical or inclined position on panel carriers, railway platforms and other vehicles equipped with special fastening and support devices that ensure the immobility of the panels and their safety, including the safety of filling openings and parts protruding from the plane of the panels. 6.6. Windows and doors installed in the panels must be closed and secured during storage and transportation of the panels. 6.7. In the cases provided for by the project documentation, the panels as a whole, their heat-insulating layer, windows and doors must be protected from moisture during the period of storage and transportation of the panels. 6.8. Lifting, loading and unloading of panels should be carried out using mounting loops or using special gripping devices provided for in the project documentation. 6.9. (Deleted, Rev. No. 2).ATTACHMENT 1
Reference
TERMS USED IN THIS STANDARD AND THEIR EXPLANATIONS
Composite wall - a wall consisting of two walls in thickness: outer and inner. The main layers of the panel - all layers along the thickness of the panel, including the heat-insulating layer and the outer screen, with the exception of the outer decorative or protective-decorative and internal finishing layers, layers of roll or film material and air gaps. Single-layer panel - a panel having one main layer made of concrete of the same type. Laminated panel - a panel that has several main layers made of concrete or concrete and non-concrete heat-insulating materials and products, including a panel with a screen. Solid panel - a panel without air gaps and voids. Panel with a screen - a layered panel with an outer layer located at a distance (with an air gap) - an outer screen. External screens are used to reduce climatic effects on the main structure of the wall, to protect it from water, ventilation and increase heat resistance and are made of reinforced concrete, sheet and other materials. Two-layer panel - a layered panel having two main layers. The two-layer solid section panel has two reinforced concrete layers: bearing and heat-insulating. A two-layer panel with a screen has an inner layer of reinforced structural and heat-insulating concrete and an outer screen. Three-layer panel - a layered panel having three main layers. A three-layer solid section panel has outer and inner reinforced concrete layers and a heat-insulating layer located between them. The three-layer panel with a screen has an inner reinforced concrete layer, a heat-insulating layer and an outer screen. The heat-insulating layer is one of the main layers of the laminated panel, designed mainly to perform heat-insulating functions. The heat-insulating layer in two-layer panels of a solid section is made of heat-insulating or structural-heat-insulating concrete, in three-layer panels - from non-concrete heat-insulating products and materials or from heat-insulating concrete. The heat-insulating layer of the panel can be made of several layers of heat-insulating products and materials of the same or different types. Solid panel - a panel, the structural integrity of which is created in the process of its molding (without subsequent connection of its individual reinforced concrete or other basic elements to each other). Composite panel - a panel consisting of several individually manufactured reinforced concrete elements or of reinforced concrete and other basic elements (excluding window and door blocks), the structural integrity of which is created by the subsequent connection of these elements using connecting products or in another way. Bearing panel - a panel designed to support building structures on it. Non-bearing panel - a panel that is not intended to support building structures on it (except for window and door blocks and light interwindow inserts). Concrete panel - a panel, the strength of which during the operation stage is provided by one concrete. The concrete panel has structural reinforcement and may have design reinforcement designed to absorb the forces that arise during the manufacture and transportation of the panel and during the installation of the wall. The panel is considered concrete if the working reinforcement is available only in limited areas (for example, in support zones, zones of stress concentration from local loads). Reinforced concrete panel - a panel whose strength during operation is ensured joint work concrete and rebar. A reinforced concrete panel has working reinforcement and, as a rule, structural reinforcement, and can also have design reinforcement designed to absorb the forces that arise during the manufacture and transportation of the panel and during the installation of the wall. The outer protective and decorative layer of the panel is not the main layer of the panel, located on the side of its outer (facade) surface and designed to protect the main layers of the panel from external climatic influences during operation (or reduce their intensity) and perform decorative functions. The outer protective and decorative layer of the panel consists of the following one or more layers: a layer of mortar or concrete, cladding with tiles or sheet products, a finishing coating (for example, paints), a hydrophobic coating or layers of other materials and products that perform protective and decorative functions. The outer decorative layer of the panel is not the main layer of the panel, located on the side of its outer (front) surface and intended to perform only decorative functions. The outer decorative layer of the panel consists of a finishing coating (for example, water-based polymer-cement, lime-polymer compositions and paints) applied in one or two layers, or a cladding that gives the panel surface the desired color and texture and does not perform protective functions. The inner finishing layer of the panel is not the main layer of the panel, located on the side of its inner (facing the room) surface and serving as the base on which the subsequent wall finishing and (or) insulating and other coatings are applied, or intended to perform decorative and protective or only decorative features. The internal finishing layer of the panel consists of the following one or more layers: a layer of mortar (for example, cement or cement-lime on porous or dense sand), a finishing coating, a hydro- or vapor barrier coating, and other layers.APPENDIX 2
Mandatory
Dry thermal conductivity of lightweight concrete
Name of lightweight concrete |
Thermal conductivity (coefficient) of concrete in a dry (dried to constant weight) state, W / (m × ° C), with a concrete grade for average density |
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1. Concrete on artificial large porous aggregates: expanded clay concrete and expanded clay concrete | |||||||||||||||||
expanded clay concrete on perlite sand | |||||||||||||||||
expanded clay concrete on dense (quartz) sand | |||||||||||||||||
shungizite concrete | |||||||||||||||||
aggloporite concrete and slag concrete on fuel (boiler) slag | |||||||||||||||||
blast-furnace granulated slag concrete | |||||||||||||||||
slag-pumice concrete | |||||||||||||||||
slag pumice foam concrete and slag pumice aerated concrete | |||||||||||||||||
concrete on ash gravel | |||||||||||||||||
perlite concrete | |||||||||||||||||
vermiculite concrete | |||||||||||||||||
2. Concrete on natural porous aggregates: tuff concrete | |||||||||||||||||
pumice stone | |||||||||||||||||
concrete on volcanic slag |
Concrete and various products made from it are an integral part of the modern construction industry. There are a huge number of brands and types of reinforced concrete, as well as a variety of types construction products out of him. For both industrial and civil engineering reinforced concrete wall panels are produced, which will be discussed in this article.
Reinforced concrete panels are elements of wall structures and they are manufactured at the factory from concrete reinforced with metal reinforcing cages or special meshes, and are characterized by high resistance to fire and strength. They are made from concrete different brands, and can be both external and external. Wall panels, external reinforced concrete and internal, can be produced using heat-insulating materials - an insulated version, and without which is most typical for internal elements of reinforced concrete wall structures.
Size
Reinforced concrete wall panels come in a variety of sizes. constructions, technical requirements and standard sizes are defined in GOST 11024-84 for internal and 12504-80 for external, as well as SNiPs, specifications, industry and local standards.
The dimensions of the slabs, the size and number of openings, as well as the required thickness of the layers, indicated in the plan and taking into account the floor layout and structural schemes of the building, are all determined in accordance with project documents customer and are the main parameters in their selection and purchase. Knowing this, offers to buy used precast wall panels do not cause a special response from buyers.
Available for mounting on steel or reinforced concrete frames, and can be used for the construction of both unheated and heated structures. They are issued for housing construction and can have dimensions of 6x1.2 and 12x1.8 meters. Wall panels for industrial buildings are produced in lengths of 6, 9 and 12 m. From lightweight concrete, for walls with separate window openings, special wall slabs are produced with a length of 3 and 1.5 meters, and for doorways, slabs of 1.48 and 2 are made .98 m
External structures can be fitted with door and glazed window blocks. Climatic conditions the region where the structure is being built, as well as the thermal characteristics of the materials used, determine the thickness of the reinforced concrete panels for walls, which can vary from 20 to 50 cm.
Main types
All reinforced concrete panels for walls are conditionally classified according to the parameters that determine their types:
1. Functional purpose of structures and buildings:
- for the construction of multi-storey buildings;
- constructions of the technical underground and basement floors;
- construction of attics.
2. Applied design solutions:
- composite;
- with a solid structure.
3. Number of main layers:
- single layer;
- two-layer;
- three-layer.
Panels for the construction of walls have a different structure, which is why they receive and transmit the loads placed on them in different ways, which gives reason to subdivide them into:
- hinged;
- bearing;
- self-supporting.
Features of multilayer panels
Reinforced concrete single-layer panels are made of such lightweight cellular concrete as gas and foam concrete, with aggregates such as, for example, agloporite, perlite, slag, expanded clay. The thickness of the outer protective outer layer ranges from 2 to 4 cm. Their inner surface, in most cases, is covered with decorative finishing cement, on which, in the future, finishing is carried out.
Two-layer panels are made in the form of two ribbed slabs of large-porous expanded clay concrete, on the inside of which such heaters as foam keralite, mineral wool boards, foam glass or foam concrete are fixed. The heat-insulating layer is placed inside the building and covered protective layer cement.
Three-layer - these are reinforced concrete ribbed wall panels, between which a heater is laid. The layers made of reinforced concrete are interconnected by reinforcing welded cages. The thickness of the inner layer of insulation is performed according to the heat engineering calculation.
How much are?
Despite high demand, this construction material is not very expensive. Today, manufacturers sell reinforced concrete wall panels starting from 3,500 rubles / m 2 for the simplest single-layer and from 5,000 rubles / m 2 for three-layer ones.
Marking
On any reinforced concrete product, including panels produced by the manufacturer and meeting the requirements of GOST, a marking containing all the information about the main characteristics of the product is affixed with indelible paint. It consists of three groups of alphanumeric characters and a hyphen separating them.
In the first group, the type of product is determined, in our case PS - wall panel. The second group indicates the type of concrete, the class of reinforcement, load bearing capacity, for example, I am cellular concrete. The third group reveals the special properties of concrete products that correspond to the special conditions of their use, for example, the index "H" indicates the bottom, and "B" indicates the top.
The table shows the currently accepted markings:
Reinforced concrete panels for the construction of walls are in constant demand, which is due both to the high speed of erection of structures and the not very high labor intensity of construction, and the possibility of almost year-round construction. In addition, such performance characteristics of these products as high load-bearing capacity, durability and good heat capacity also contribute to the popularity of this material among builders.
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