The regulatory act determines the production of road slabs in 9 different forms (4 of which are additional) designed for vehicle loads N-30 and N-10 (vehicle tonnage). GOST also contains the main parameters of road slabs. High-strength slabs made of heavy concrete, with powerful reinforcement, designed for cathedral covering of permanent and temporary city roads in any climatic conditions (up to minus 40 °C). The standard describes in detail each standard size and shape of the slab, accompanying reinforced concrete road slabs with drawings, reference information, reinforcement diagrams and installation of mounting loops.

Production standards and parameters of a rectangular slab for urban roads are set out in GOST 21924.2-84 and GOST 21924.2-84. Reinforcement schemes for road slabs are indicated in the drawings of GOST 21924.1-84. The shape and dimensions of reinforcing and assembly-butt elements are in accordance with GOST 21924.3.

GOST 21924.0-84 prescribes the production of slabs of heavy concrete with a density of 2500 kg/m 3 (compressive strength class B30 and B22.5). The production of road slabs is possible in 2 reinforcement options: a road slab up to 3 m long is made with pre-stressed reinforcement, and a slab longer than 3 m will already be pre-stressed. The working (upper) surface of the road slab must be corrugated to improve bonding with the asphalt laid on top.

The concrete grade for frost resistance and water resistance of a rectangular road slab (for temperatures up to minus 40 ° C) for permanent roads is F200 and W4, for temporary roads - F150 and W2. GOST 21924.0-84 allows that the slab may have mounting loops, holes for a collet grip, or grooves for loopless installation, while the hinges do not protrude beyond the working surface of the slab edge.

Technical requirements for the production of road slabs include requirements for shapes, readiness, strength, crack resistance, as well as meeting GOST 13015.0 for the following indicators:

• according to the actual strength of concrete (at design age, tempering and
• transfer);
• to the quality of materials used to prepare concrete;
• to the quality of reinforcement and embedded products and their position in the slab;
• by grade of reinforcing steel;
• by steel grade for embedded products and mounting loops;
• by deviation of the thickness of the protective layer of concrete to the reinforcement.

Separately, GOST 21924.0-84 contains tables of permissible geometric deviations of reinforced concrete slabs. Requirements for the acceptance of products at the stage of readiness and delivery to the consumer are prescribed in detail in this regulatory act. Transportation and storage of road slabs must be carried out in accordance with the rules of GOST 21924.0-84.

REINFORCED CONCRETE PLATES FOR COVERING CITY ROADS

Specifications

Reinforced concrete slabs for pavements of city roads Specifications

Date of introduction 01/01/85

This standard applies to reinforced concrete prestressed slabs and slabs with non-prestressed reinforcement, made from heavy concrete and intended for the construction of assembly pavements of permanent and temporary city roads under vehicle load N-30iN-10 *

The slabs are used for roads in areas with an estimated outside air temperature (the average coldest five-day period of the construction area according to SNiP 2 01 01) up to minus 40 °C inclusive

When using slabs in climatic subregion IVA, the additional requirements of SNiP 2.03.01 for structures intended for operation in this area must be taken into account.

It is allowed to use these slabs for roads in areas with a design outside air temperature below minus 40 °C, subject to the requirements of SNiP 2 03.01 for structures intended for operation in these conditions

The standard does not apply to reinforced concrete slabs for internal roads of industrial enterprises, for on-farm roads according to SNiP 2.05 07, as well as to reusable slabs for temporary roads at construction sites

1. TYPES, MAIN PARAMETERS AND DIMENSIONS

1 1 Plates are divided into types depending on:

From destination"

1 - for permanent roads,

2 - for temporary roads,

From configuration:

R - rectangular,

PB - rectangular with one combined side,

PBB - rectangular with two combined sides,

PT - trapezoidal,

PS - hexagonal,

APGD - hexagonal axial diagonal,

PShP - hexagonal axial transverse,

DPSH - diagonal half of a hexagonal slab,

PPSh - transverse half of a hexagonal slab.

1 2. The shape and main dimensions of the slabs must correspond to those indicated in drawings 1-6 and in the table. 12.

2 GOST 21924.0-84

GOST 21924.0-84 S.

S. 4 GOST 21924.0-84

P2;PZ, P2 "P3

3-3

GOST 21924.0-84 S.

1ip IPSH P

GOST 21924.0-84

GOST 21924.0-84 S.

Corrugation detail on the working surface pt

PSh type slabs PShP type slabs PShch type slabs DPSh type slabs PPSh type slabs Si. detail

GOST 21924.0-84 S.

Table I

Note. The mass of the slabs is given for concrete with an average density of 2500 kg/m 1.

table 2

(Changed edition, Amendment No. 1).

Slabs for temporary roads are made without mounting brackets Sk1.

In these slabs, niches for mounting brackets may not be installed.

By agreement with the consumer, it is allowed to manufacture slabs of types P and PT with grooves for loopless installation in accordance with the drawing. 7 or, with holes for a collet grip instead of mounting loops and niches for them. At the same time, in prestressed slabs for permanent roads, instead of mounting loops, it is necessary to install brackets Sk1 in accordance with Fig. 6 (node ​​1). The number of holes for collet grips and their location are determined based on the manufacturing technology of the plates and their installation.

The working surface of the slabs (the upper surface of the road surface) must have corrugation according to the drawing. 8, and slabs made with this “up” surface must be rough (clause 2.9.1).

Notes:

1. It is allowed to produce slabs with a chamfer of no more than 10 mm on the front surface of the slab.

2. It is allowed to manufacture slabs with technological bevels in places where mounting loops and brackets are installed, no more than 5 mm, as well as with technological niches under Sk1 brackets 20 mm deep.

3. Inventory slabs for temporary roads may be manufactured with technological bevels of no more than 8 mm.

4. It is allowed to manufacture slabs with a general appearance different from that indicated on the drawing using existing equipment. 1-8, while maintaining the overall dimensions of the slab and complying with all other requirements established by this standard.

5. For loopless slabs (Fig. 7), changes in the shape of the slabs are allowed, related to the technology of their manufacture (presence and dimensions of chamfers, radii of curvature, etc.).

6. For slabs with non-locking reinforcement, a vertical arrangement of mounting loops is allowed.

7. It is allowed to shift the mounting hinges within the niches from the middle of the slab along its edge to the mirror position of the hinges being replaced (dimensions a and b) according to Fig. 6.

1.3. The slabs are designed for the passage of vehicles weighing 30 and Yuta. In this case, the dynamism coefficient is assumed to be 1.2, and the deformation modulus of the base when calculating the slabs is:

For permanent roads - 50 MPa (500 kgf/cm2);

For temporary roads - 25 MPa (250 kgf/cm2).

1.4. The design of the plates is given:

Prestressed slabs - in GOST 21924.1;

Slabs with non-tensioned reinforcement - in GOST 21924.2.

1.5. The plates are made with mounting loops and holes for collet grip (Fig. 1-6) or grooves for loopless installation (Fig. 7).

The hinges should not protrude beyond the working surface of the slab edge.

To lift and install loopless slabs, special gripping devices or collet grips should be used, the design of which is accepted by the manufacturer in agreement with the consumer and Gosgortekhnadzor.

1.6. The slabs are marked with marks in accordance with GOST 23009.

The slab brand consists of alphanumeric groups separated by a hyphen

The first group contains the designation of the type of slab (clause 1.1) and its nominal dimensions in decimeters (with rounding of values ​​to the nearest whole number):

For rectangular slabs - length and width;

For trapezoidal slabs - length;

For hexagonal slabs - diagonal.

In the second group, the value of the load for which the slab is designed is given (clause 1.3).

For prestressed slabs in the second group of grades, the class of prestressed reinforcing steel is also given.

The grade of slabs manufactured with grooves for loop-free installation or with holes for a collet grip (instead of mounting loops) is supplemented with the letter B.

An example of a symbol (brand) of a slab for permanent roads (type 1), rectangular, 6000 mm long and 1750 mm wide, designed for a vehicle weighing 30 tons, with prestressed reinforcement made of class A-V reinforcing steel:

The same, trapezoidal, 5500 mm long, designed for a vehicle weighing 30 tons, with prestressed reinforcement made of class A-IV reinforcing steel:

The same, hexagonal with a side of 1160 mm, designed for a car weighing 30 tons, with non-stressed reinforcement:

The same, slabs for temporary roads (type 2), rectangular, 3000 mm long and 1750 mm wide, designed for a vehicle weighing 10 tons, with non-stressed reinforcement:

1.5, 1.6. (Changed edition, Amendment No. 1).

2. TECHNICAL REQUIREMENTS

2.1. Plates should be manufactured in accordance with the requirements of this standard and technological documentation approved in the prescribed manner, according to the drawings given in GOST 21924.1 and GOST 21924.2.

2.2. The slabs must be manufactured in forms that ensure compliance with the requirements for the quality and accuracy of slab manufacturing established by this standard.

2.3. The slabs must be factory ready to meet the requirements of this standard.

2.4. In terms of strength and crack resistance, slabs must withstand the test loads specified in GOST 21924.1 and GOST 21924.2.

2.5. The slabs must meet the requirements of GOST 13015.0:

According to the actual strength of concrete (at design age, tempering and transfer);

To the quality of materials used to prepare concrete;

To the quality of reinforcement and embedded products and their position in the slab;

By grade of reinforcing steel;

By steel grade for embedded products and mounting loops;

By deviation of the thickness of the protective layer of concrete to the reinforcement.

(Changed edition, Amendment No. 1).

2.6. Requirements for concrete

2.6.1. Slabs should be made from heavy concrete with an average density of more than 2200 to 2500 kg/m 3 inclusive. classes for compressive strength and grades for tensile strength in bending, specified in GOST 21924.1 and GOST 21924.2.

Concrete must meet the requirements of GOST 26633.

(Changed edition, Amendment No. 1).

2.6.2. (Deleted, Amendment No. 1).

2.6.3. The value of the normalized tempering strength of concrete should be taken equal to 70% of the concrete class for compressive strength and the concrete grade for tensile strength in bending. When delivering slabs in the cold season (according to GOST 13015.0), the value of the standardized tempering strength of concrete can be increased, but not more than 90% of the class for compressive strength and grade for tensile strength in bending, and for slabs intended for temporary roads - up to 100%.

The value of the standardized tempering strength of concrete must correspond to that specified in the order for the production of slabs in accordance with the design documentation of a specific structure.

(Changed edition, Amendment No. 1).

2.6.4. The normalized transfer strength of concrete for prestressed slabs is 70% of the concrete class for compressive strength.

The transfer of compression forces to the concrete (releasing the tension of the reinforcement) should be carried out after the concrete reaches the required transfer strength.

2.6.5. Concrete grades for frost resistance and water resistance are accepted for slabs intended for permanent roads in areas with the average monthly design temperature of the coldest month (according to SNiP 2.01.01), respectively:

Up to minus 5 °C incl. - F100 and W2;

Below minus 5 to minus 15 °C inclusive. - F150 and W4;

Below minus 15 °C - F200 and W4.

Concrete grades for frost resistance and water resistance for slabs intended for temporary roads in areas with an average monthly design temperature of the coldest month:

Up to minus 5 °C incl. - F75 and W2;

Below minus 5 °C to minus 15 °C inclusive. - F100 and W2;

Below minus 15 °C - F150 and W2.

Concrete grades for frost resistance and water resistance are indicated in the order for the production of slabs, in accordance with those established in the design documentation of a particular structure.

(Changed edition, Amendment No. 1).

2.6.6. Concrete slabs should not have a water absorption of more than 5% by weight.

2.6.7. The isothermal holding temperature during heat and humidity treatment of slabs should not exceed 70 °C.

2.6.8. To prepare concrete, Portland cement should be used in accordance with GOST 10178 with additional requirements for road pavement concrete.

It is allowed to use Portland cement according to TU 21-20-51-83.

Fillers - according to GOST 26633 (grain size of coarse aggregate no more than 20 mm).

2.6.5 - 2.6.8. (Changed edition, Amendment No. 1).

2.6.9. Plasticizing and air-entraining (gas-forming) additives used for preparing concrete must meet the requirements of normative and technical documentation (NTD), approved in the prescribed manner.

2.7. Requirements for fittings and reinforcing products

2.7.1. As prestressing reinforcement for prestressed slabs, rod thermomechanically strengthened reinforcing steel of classes At-V, At-IV and At-IVC and hot-rolled steel of classes A-V and At-IV should be used.

Non-weldable reinforcing steel of classes At-V and At-IV should be used in the form of whole bars of measured length without welded joints.

2.7.2. As non-prestressing reinforcement, reinforcing wire of class VR-1 and rod reinforcing steel of classes At-ShS, A-III and A-I should be used.

2.7.1, 2.7.2. (Changed edition, Amendment No. 1).

2.7.3. (Deleted, Amendment No. 1).

2.7.4 Reinforcing steel must meet the requirements:

Rebar reinforcing steel classes A-V, A-IV, A-III and A-I - GOST 5781;

Thermomechanically and thermally strengthened reinforcing steel of classes At-V, At-IV, At-IVC and At-ShS - GOST 10884;

Reinforcing wire class VR-1 - GOST 6727.

2.7.5. The shape and dimensions of reinforcement products for slabs must correspond to those given in GOST 21924.3.

2.7.6 Reinforcement products must meet the requirements of GOST 10922.

2.7.7. The values ​​of stresses in the prestressed reinforcement, controlled after the end of its tension on the stops, and the maximum deviations of these stresses are in accordance with GOST 21924.1.

2.8. Requirements for the accuracy of plate manufacturing

2.8.1 The values ​​of actual deviations of geometric parameters should not exceed the limits specified in table. 3.

Table 3

(Changed edition, Amendment No. 1).

2.8.2. (Deleted, Amendment No. 1).

2.9. Requirements for the quality of surfaces and appearance of slabs

2.9.1. The corrugation of the surface of the slab is formed by using a form of corrugated steel sheet in accordance with GOST 8568 with rhombic corrugation as the bottom of the pallet. Reef depth - at least 1.0 mm.

The corrugated surface of the plate must have a clear corrugation pattern without edges around the edges of the grooves.

The roughness of the working surface of slabs produced with this “up” surface is obtained by treating the surface (after compacting the concrete mixture) with nylon brushes or tarpaulin tape.

2.9.2. The dimensions of cavities and local sagging on the working surface of the slab should not exceed

By diameter or largest size of shells..................................... 15 mm

According to the depth of shells and the height of local sagging.................................. 10 mm

The dimensions of sinks on the non-working surface and side edges of the slab should not exceed 20 mm in diameter or largest dimension.

Concrete ribs (with their total length per 1 m of ribs up to 100 mm) should not exceed 10 mm in depth, measured along the working surface of the slab, and 20 mm - along the non-working surface of the slab.

2.9.1, 2.9.2. (Changed edition, Amendment No. 1).

2.9.3. Cracks on the surfaces of the slabs are not allowed, with the exception of surface shrinkage and technological cracks with a width of no more than 0.1 mm and a length of no more than 50 mm in an amount of no more than five per 1.5 m 2 of the slab surface.

3. ACCEPTANCE RULES

3.1. Acceptance of slabs should be carried out in batches in accordance with the requirements of GOST 13015.1 and this standard.

Testing of slabs for strength and crack resistance by loading is carried out before the start of their mass production, when making design changes to them or changing the manufacturing technology of slabs.

3.2. Acceptance of slabs in terms of concrete strength (class of compressive strength, tempering and transfer strength), location of reinforcement and tension of prestressing reinforcement, compliance of reinforcement products, strength of welded joints, thickness of the protective layer of concrete to reinforcement, accuracy of geometric parameters, quality of surfaces should be carried out according to results of acceptance tests and control.

Acceptance of hexagonal slabs in terms of tensile strength of concrete in bending is carried out according to the results of acceptance tests, and rectangular and trapezoidal slabs - according to the results of periodic tests at least once a month.

3.3. Acceptance control of concrete strength should be carried out in accordance with GOST 18105.

3.4. Acceptance of slabs for frost resistance, water resistance and water absorption of concrete should be carried out based on the results of periodic tests.

3.1 - 3.4. (Changed edition, Amendment No. 1).

3.5. In cases where, upon inspection, it is determined that the tempering strength of the concrete slabs does not meet the requirements given in clause 2.6, the slabs should not be delivered to the consumer until the concrete slabs reach a strength corresponding to the class of concrete in terms of compressive strength.

3.6. When accepting slabs in terms of the accuracy of geometric parameters, the thickness of the protective layer of concrete before the reinforcement and the quality of surfaces, controlled by measurements, selective single-stage control should be used.

4. CONTROL AND TEST METHODS

4.1. Testing slabs for strength and bone fracture

4.1.1. Testing of slabs for strength and crack resistance should be carried out by loading in accordance with GOST 8829, taking into account the requirements of this standard.

4.1.2. Load testing of slabs is carried out after the concrete slabs have reached a strength corresponding to the concrete class for compressive strength and grade for tensile strength in bending.

It is allowed to use for testing slabs that have cavities, local sagging and concrete edges, the dimensions of which exceed those allowed by this standard (clause 2.9.1) by no more than twice, and other defects that do not affect the strength of the slabs.

4.1.3. Testing of slabs for strength and crack resistance should be carried out according to the scheme shown in Fig. 9, and the data in table. 4.

Slab test scheme

4.1.4. The control load values ​​when testing slabs for strength and crack resistance are taken in accordance with GOST 21924.1 and GOST 21924 2.

4.1.5. The width of the crack opening is measured in the places of its greatest opening using a reading microscope of the MPB-2 type with a division value of 0.05 mm and a set of probes according to the technical documentation.

4.2 The compressive and tensile strength of concrete in bending should be determined in accordance with GOST 10180 on a series of samples made from a concrete mixture of the working composition and stored under conditions in accordance with GOST 18105.

It is allowed to determine the actual strength of concrete slabs using the ultrasonic method in accordance with GOST 17624 or mechanical devices in accordance with GOST 22690, as well as other methods provided for by the standards for concrete testing methods.

4.3. The frost resistance of concrete should be determined from a series of samples made from a concrete mixture of the working composition, according to GOST 10060.0. In this case, concrete samples must be saturated with a 5% sodium chloride solution before testing and must be thawed in the same solution after each freezing cycle.

4.4. The water resistance of concrete should be determined according to GOST 12730.0 and GOST 12730.5 on a series of samples made from a concrete mixture of the working composition.

4.5. 4.6. (Deleted, Amendment No. 1).

4.7. The volume of entrained air in a concrete mixture should be determined according to GOST 10181.

4.8. Inspection and testing of welded reinforcement products should be carried out in accordance with GOST 10922.

4.9. Measurement of stresses in prestressed reinforcement, controlled at the end of tension, should be carried out in accordance with GOST 22362.

4.10. Methods of control and testing of initial raw materials used for the manufacture of slabs must comply with established state standards or technical specifications for these materials.

4.11. Dimensions, deviations from straightness and flatness, thickness of the protective layer, position of assembly and joint elements, quality of concrete surfaces and appearance of slabs should be checked by the methods established by GOST 13015.0.

5. MARKING, STORAGE AND TRANSPORTATION

5.1. Marking of slabs is in accordance with GOST 13015.2.

Markings and signs should be applied on the side or end faces of each slab.

5.2. The requirement for a document on the quality of slabs supplied to the consumer is in accordance with GOST 13015.3.

In addition to the main actual quality indicators, the document must additionally contain:

Concrete grades according to frost resistance;

Concrete grades for water resistance;

Water absorption of concrete.

(Changed edition, Amendment No. 1).

5.3. The slabs must be stored and transported in the working (horizontal) position.

5.4. The slabs should be stored in warehouses of shippers and consignees in stacks sorted by brand and batch.

The stack height should be no more than 2.0 m.

5.5. The bottom row of slabs in a stack should be laid on a dense, carefully leveled base on supports located at the places where the slabs are lifted.

The thickness of the pads should be at least 100 mm for a soil base, and at least 50 mm for a rigid base.

(Changed edition, Amendment No. 1).

5.6. When stored in a stack, as well as during transportation, the slabs must be laid on transverse spacers with a thickness of at least 25 mm, located strictly vertically, one above the other, at the places where the slabs are lifted.

In this case, it should be ensured that each slab can be picked up by a crane and lifted freely for loading onto vehicles and installation.

5.7. Loading, transportation and unloading of slabs must be carried out in compliance with measures to prevent the possibility of damage to the slabs.

Not allowed:

Unloading slabs by dropping;

Grabbing slabs by lifting technological loops during loading, unloading and installation.

5.8. The height of the stack of slabs during transportation is set depending on the carrying capacity of the vehicles and the permissible dimensions.

5.9. The slabs should be transported by road or rail in the working position (face up) with reliable fastening that protects the slabs from displacement.

During transportation, the slabs should not be subject to shocks or shocks.

5.10. Loading, fastening and transportation of slabs on open railway rolling stock (gondola cars and platforms) should be carried out in accordance with the requirements of the Rules for the Transportation of Goods and the Technical Conditions for Loading and Fastening of Goods, approved by the Ministry of Railways.

5.11. When loading, transporting, unloading and storing slabs, the requirements of SNiP III-4 must be observed.

INFORMATION DATA

1. DEVELOPED AND INTRODUCED by the Ministry of Housing and Communal Services of the RSFSR

2. APPROVED AND ENTERED INTO EFFECT BY RESOLUTION OF THE USSR State Committee for Construction Affairs dated September 30, 1983 No. 210

3. INSTEAD GOST 21924-76

4. REFERENCE REGULATIVE AND TECHNICAL DOCUMENTS

5. EDITION (January 2002) with Change No. 1, approved in December 1987 (IUS 5-88)

Reinforced concrete road slabs, GOST 21924.0-84

This standard applies to reinforced concrete prestressed slabs and slabs with non-prestressed reinforcement, made from heavy concrete and intended for the construction of assembly pavements for permanent and temporary city roads under vehicle load N-30 and N-10.

The slabs are designed for the passage of vehicles weighing 30 and 10 tons. In this case, the dynamism coefficient is assumed to be 1.2, and the base deformation modulus when calculating slabs is: for permanent roads - 50 MPa (500 kgf/cm²); for temporary roads - 25 MPa (250 kgf/cm²).

The slabs are used for roads in areas with a design temperature of outside air (the average coldest five-day period of the construction area according to SNiP 2.01.01) up to -40°C inclusive. It is allowed to use these slabs for roads in areas with a design outside air temperature below -40°C, subject to the requirements of SNiP 2.03.01 for structures intended for operation in these conditions.

The standard does not apply to reinforced concrete slabs for internal roads of industrial enterprises, for on-farm roads according to SNiP 2.05.07, as well as to reusable slabs for temporary roads at construction sites.

from destination:

• for permanent roads,
• for temporary roads;

• R - rectangular,
• PB - rectangular with one combined side,
• PBB - rectangular with two combined sides,
• PT - trapezoidal,
• PS - hexagonal,
• PSD - hexagonal axial diagonal,
• PShP - hexagonal axial transverse,
• DPSH - diagonal half of a hexagonal slab,
• PPSh - transverse half of a hexagonal slab.

To prepare concrete, Portland cement should be used in accordance with GOST 10178 with additional requirements for road pavement concrete.
It is allowed to use Portland cement according to TU 21-20-51-83.
Fillers - according to GOST 26633 (grain size of coarse aggregate no more than 20 mm).

Concrete grades for frost resistance and water resistance for slabs intended for permanent roads in areas with the average monthly design temperature of the coldest month (according to SNiP 2.01.01): up to -5°C - F 100 and W 2; below -5°C to -15°C - F 150 and W 4; below -15°C - F 200 and W 4. Concrete grades for frost resistance and water resistance for slabs intended for temporary roads in areas with an average monthly design temperature of the coldest month: up to -5°C - F 75 and W 2; below -5°C to -15°C - F 100 and W 2; below -15°C - F 150 and W 2.

As prestressing reinforcement for prestressed slabs, rod thermomechanically strengthened reinforcing steel of classes At-V, At-IV and At-IVC and hot-rolled steel of classes A-V and At-IV should be used. Non-weldable reinforcing steel of classes At-V and At-IV should be used in the form of whole bars of measured length without welded joints.

As non-prestressing reinforcement, reinforcing wire of class BP-1 and rod reinforcing steel of classes At-IIIC, A-III and A-I should be used.

The slabs must meet the requirements of GOST 13015.0:

According to the actual strength of concrete (at design age, tempering and transfer);

To the quality of materials used to prepare concrete;

To the quality of reinforcement and embedded products and their position in the slab;

By grade of reinforcing steel;

By steel grade for embedded products and mounting loops;

By deviation of the thickness of the protective layer of concrete to the reinforcement.

GOST 21924.0-84

INTERSTATE STANDARDS

REINFORCED CONCRETE PLATES FOR CITY ROADS COVERINGS

IPC PUBLISHING HOUSE OF STANDARDS

INTERSTATE STANDARD

Date of introduction 01.01.85

This standard applies to reinforced concrete prestressed slabs and slabs with non-prestressed reinforcement, made from heavy concrete and intended for the construction of assembly pavements of permanent and temporary city roads under vehicle load N-30 and N-10.

The slabs are used for roads in areas with a design temperature of outside air (the average coldest five-day period of the construction area according to SNiP 2.01.01) up to minus 40 °C inclusive.

When using slabs in climatic subregion IVA, the additional requirements of SNiP 2.03.01 for structures intended for operation in this area must be taken into account.

It is allowed to use these slabs for roads in areas with a design outside air temperature below minus 40 °C, subject to the requirements of SNiP 2.03.01 for structures intended for operation in these conditions.

The standard does not apply to reinforced concrete slabs for internal roads of industrial enterprises, for internal roads according to SNiP 2.05.07, as well as to reusable slabs for temporary roads at construction sites.

1. TYPES, MAIN PARAMETERS AND DIMENSIONS

Table 1

Note. The mass of the slabs is given for concrete with an average density of 2500 kg/m3.

table 2

(Changed edition, Amendment No. 1).

Slabs for temporary roads are made without mounting brackets Sk1.

In these slabs, niches for mounting brackets may not be installed.

By agreement with the consumer, it is allowed to manufacture slabs of types P and PT with grooves for loopless installation in accordance with the drawing. or with holes for a collet grip instead of mounting loops and niches for them. At the same time, in prestressed slabs for permanent roads, instead of mounting loops, it is necessary to install brackets Sk1 in accordance with Fig. (node ​​1). The number of holes for collet grips and their location are determined based on the manufacturing technology of the plates and their installation.

The working surface of the slabs (the upper surface of the road surface) must have corrugation according to the drawing. , and slabs made with this surface “up” must be rough (p.).

Notes:

1. It is allowed to produce slabs with a chamfer of no more than 10 mm on the front surface of the slab.

2. It is allowed to manufacture slabs with technological bevels in places where mounting loops and brackets are installed, no more than 5 mm, as well as with technological niches under Sk1 brackets 20 mm deep.

3. Inventory slabs for temporary roads may be manufactured with technological bevels of no more than 8 mm.

4. It is allowed to manufacture slabs with a general appearance different from that indicated on the drawing using existing equipment. - , while maintaining the overall dimensions of the slab and complying with all other requirements established by this standard.

5. For loopless slabs (Fig.), changes in the shape of the slabs are allowed, related to the technology of their manufacture (presence and dimensions of chamfers, radii of curvature, etc.).

6. For slabs with non-tensioned reinforcement, a vertical arrangement of mounting loops is allowed.

7. It is allowed to shift the mounting hinges within the niches from the middle of the slab along its edge to the mirror position of the hinges being replaced (dimensions A And b) damn .

Slabs with non-tensioned reinforcement - in GOST 21924.2.

1.5. The plates are made with mounting loops and holes for collet grip (Fig. -) or grooves for loopless installation (Fig. ).

The hinges should not protrude beyond the working surface of the slab edge.

To lift and install loopless slabs, special gripping devices or collet grips should be used, the design of which is accepted by the manufacturer in agreement with the consumer and Gosgortekhnadzor.

The slab brand consists of alphanumeric groups separated by a hyphen. The first group contains the designation of the slab type (p.) and its nominal dimensions in decimeters (with rounding of values ​​to the nearest whole number):

For rectangular slabs - length and width;

For trapezoidal slabs - length;

For hexagonal slabs - diagonal.

In the second group, the value of the load for which the slab is designed (p.) is given.

For prestressed slabs in the second group of grades, the class of prestressed reinforcing steel is also given.

The grade of slabs manufactured with grooves for loop-free installation or with holes for a collet grip (instead of mounting loops) is supplemented with the letter B.

An example of a symbol (brand) of a slab for permanent roads (type 1), rectangular, 6000 mm long and 1750 mm wide, designed for a vehicle weighing 30 tons, with prestressed reinforcement made of class A - V reinforcing steel:

1 P60.18-30AV

The same, trapezoidal, 5500 mm long, designed for a vehicle weighing 30 tons, with prestressed reinforcement made of class A - IV reinforcing steel:

1 PT55-30AV

The same, hexagonal with a side of 1160 mm, designed for a car weighing 30 tons, with non-stressed reinforcement:

1 PSh12-30

The same, slabs for temporary roads (type 2), rectangular, 3000 mm long and 1750 mm wide, designed for a vehicle weighing 10 tons, with non-stressed reinforcement:

2 P30.18-10

1.5, 1.6. (Changed edition, Amendment No. 1).

2. TECHNICAL REQUIREMENTS

2.2. The slabs must be manufactured in forms that ensure compliance with the requirements for the quality and accuracy of slab manufacturing established by this standard.

2.3. The slabs must be factory ready to meet the requirements of this standard.

According to the actual strength of concrete (at design age, tempering and transfer);

To the quality of materials used to prepare concrete;

To the quality of reinforcement and embedded products and their position in the slab;

By grade of reinforcing steel;

By steel grade for embedded products and mounting loops;

By deviation of the thickness of the protective layer of concrete to the reinforcement.

(Changed edition, Amendment No. 1).

Concrete must meet the requirements of GOST 26633.

(Changed edition, Amendment No. 1).

Thermomechanically and thermally strengthened reinforcing steel of classes At - V, At - IV, At - IVC and At - IIIC - GOST 10884;

Reinforcing wire class VR-I - GOST 6727.

(Changed edition, Amendment No. 1).

2.8. Requirements for the accuracy of plate manufacturing

2.8.1. The values ​​of actual deviations of geometric parameters should not exceed the limits specified in table. .

Table 3