GOST for PVC pipes for external sewerage. Roughs and fittings made of unplasticized polyvinyl chloride for internal sewerage systems

Sewage, along with electricity, heating, cold and hot water supply, is one of the main engineering networks that ensure the improvement of residential, industrial and public buildings, as well as the surrounding areas. At the heart of every system for the disposal of domestic, industrial and surface wastewater are networks of sewer pipes. They are made from materials such as:

  • steel;
  • cast iron;
  • concrete;
  • ceramics;
  • asbestos cement;
  • polymers – PVC, HDPE, LDPE.

Each of the listed materials has its own advantages, but in their totality, sewer pipes made of PVC and other polymers are beyond competition. They appeared much later than other types of these products, but quickly gained recognition among all categories of developers. In new sewerage networks, PVC sewer pipes are increasingly used for internal and external sewerage.

Advantages of PVC sewer pipes

When choosing materials for installing utility networks, special attention is paid to their advantages, which make it possible to obtain the best result with a relatively small investment of time, effort and money. In this sense, PVC pipes for sewage have undoubted advantages:

  • PVC is a chemically inert material, which provides it with high resistance to aggressive liquids and external influences;
  • such products have minimal weight compared to analogues made from other materials, which allows installation of PVC sewer pipes without the use of heavy special equipment;
  • the range of polymer pipes is fully compatible with products for similar purposes made of steel, cast iron, concrete, etc., which allows connection to existing drainage networks;
  • the full range of these products includes plumbing pipes and PVC adapters for sewerage: couplings, tees, regular and saddle bends, plugs, adapters for assembling a drainage system;
  • the inner surface of polymer pipes does not accumulate deposits, which minimizes the risk of blockages;
  • Networks made of plastic pipes withstand ground movements well without compromising the tightness of the connections.

The characteristics of PVC pipes for sewerage guarantee them a long service life - at least 50 years under the most severe operating conditions. The main disadvantages of such products are the inability to use them in pressure networks and low resistance to heat. The temperature of the wastewater for them should not exceed 45 °C.

PVC pipes for external drainage systems

The production of PVC sewer pipes is regulated by two regulatory documents. In order of product numbering, the first are PVC pipes for sewerage in accordance with GOST 32412-2013 for internal drainage systems from buildings. The document came into force at the beginning of 2015; it sets out all the requirements that these products must meet, including their range. We have summarized the dimensions of PVC pipes for sewerage and their other main characteristics in the following table:

Types of pipes

Nominal diameter of PVC sewer pipes according to external measurements

Wall thickness (ranges)

Effective product length

Straight with and without chamfers

32–315 mm, 12 sizes in total

from 3–3.5 to 6.2–7.1 mm, 5 thickness options

With O-ring socket, type S I

32–200 mm, 10 sizes

3–3.5; 3.2–3.8 and 3.9–4.5 mm

Same type S II

from 3–3.5 to 6.2–7.1 mm

Same type M

3–3.5 and 3.2–3.8 mm

Same type L

3–3.5; 3.2–3.8 and 3.9–4.5 mm

With a socket for adhesive connection

from 3–3.5 to 6.2–7.1 mm

All sizes of PVC sewer pipes for internal sewerage, except for the effective length, are regulated by GOST 32412-2013. The length of products is determined by the manufacturer, himself or in agreement with the customer of the product. If you look at the photo in the sewer pipe catalog, you can easily identify products for internal networks. They are grey. Standardized characteristics also include diameter, wall thickness and length of sockets, but product labeling indicates only the diameter and wall thickness of pipes.


In addition to two technical characteristics, the product designation indicates the trademark and/or name of the manufacturer, as well as the month and year of manufacture. The summary table of sizes of PVC sewer pipes we have provided is compiled on the basis of GOST 32412-2013, but in it this information is scattered throughout the text of the document.

Speaking about the length of sewer pipes, we should remember about pressure PVC pipes in accordance with GOST R 51613-2000 for transporting liquids and gases. This is a closely related product and has pipe length requirements. The value of this indicator is 4–12 m and changes in increments of 0.25 m. Manufacturers of sewer pipes most often adhere to the same rules, but they also produce pipes less than four meters long.

PVC pipes for external sewerage and surface drains

The consumer should know that orange PVC sewer pipes are intended for external drainage networks. Orange and brown-orange colors for them are specified in GOST 32413-2013. This equally applies to the gray color of PVC pipes for internal sewerage, which is recommended in GOST 32412-2013. Different colors provide easy product identification.


Both GOSTs were prepared and put into effect at the same time. They are very similar to each other, including having an identical structure. PVC sewer pipes in accordance with GOST 32413-2013 differ not only in color. We have collected their characteristics in a summary table:

Varieties

Nominal diameter according to external measurement

Wall thickness (ranges)

Effective product length

Straight with and without chamfers, class SN 2 SDR 51

160 – 1,000 mm, 13 standard sizes in total

from 3.2–3.8 to 19.6–21.8 mm, 13 thickness options

Measured from end to end of pipe

Same class SN 4 SDR 41

110 – 1,000 mm, 15 standard sizes

from 3.2–3.8 to 24.5–27.2 mm, 14 thickness options

Same class SN 8 SDR 34

110–800 mm, 13 sizes

from 3.2–3.8 to 23.4–26.8 mm, 13 thickness options

With a socket for a regular O-ring

110–1000 mm according to the dimensions of straight pipes of the corresponding classes

The wall thickness corresponds to the standard sizes of straight pipes, taking into account their class

Measured from the end to the beginning of the bell at the highest point

With socket for O-ring “O”

110–710 mm according to the dimensions of straight pipes of the corresponding classes

With a socket for gluing

110–200 mm according to the dimensions of straight pipes of the corresponding classes

All sizes of PVC sewer pipes according to the catalog can be found in the GOST standards mentioned here. The first column of both tables with product types gives a hint on how to connect PVC sewer pipes to each other. For this, glue, special couplings for straight pipes and the elastic properties of O-rings are used.


Please note that PVC sewer pipes 110 mm in diameter are the initial standard size for external networks. Pipes of smaller diameters are used for internal sewage systems. External and internal pipes of the corresponding standard sizes are fully compatible with each other.

Fittings for drainage networks made of PVC pipes

To install drainage systems, in addition to pipes, fittings are required to assemble individual elements into a single network. The range of shaped products is presented in GOST 32412-2013 and GOST 32413-2013. It includes:

  • bends with bend angles of 15, 30, 45, 67.5 and 87.5–90 degrees; the range of bends to internal networks additionally includes products with an angle of 22.5°;
  • sliding and socket couplings;
  • adapters from larger to smaller diameter pipes;
  • regular and transition type tees with third side connection angles of 45, 67.5 and 87.5–90 degrees;
  • saddle bends and plugs for external sewerage pipes.

Shaped parts are manufactured for socket and push-in connections, including in various combinations. For example, an external PVC sewer pipe with a diameter of 200 mm of the socket type can be connected to a straight product, including a larger or smaller one. The marking of fittings indicates their main characteristics:

  • for a conventional tee – nominal diameter and connection angle;
  • for adapters and transition-type tees - all connecting dimensions and connection angle;
  • for shaped products to external networks, the pipe class designation is added to the marking, for example SDR 41, as well as the name of the part (coupling, tee, etc.).

The methods of applying markings to pipes and fittings for them are identical - relief embossing or printing with indelible paint. A certificate for PVC sewer pipes confirms that they are made from raw materials of appropriate quality and have been tested upon acceptance for tightness, impact strength and other parameters.

Other types of PVC pipes for drainage

The latest polymer product to enter the market is corrugated PVC pipe for sewerage. It is manufactured according to GOST R 54475-2011. Corrugation, or structured wall, can be circular, spiral and longitudinal, with hollow and solid ribs (sections), with smooth outer and inner surfaces (type A), with a corrugated top (type B).


Corrugated pipes are intended for non-pressure external sewerage networks. Their range includes pipes of the DN/ID series with a diameter of 100 – 2,400 mm and DN/OD – 110 – 1,200 mm. The range of pipes includes products of classes SN 2, SN 4, SN 8 and SN 16. Products of the heaviest class allow the installation of sewerage at a depth of up to 50 m underground. The corrugation enhances the pipes’ resistance to transporting liquids heated to 79 °C.

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Plumbing parts made of plastic have been used by people since the middle of the last century. The first plumbing fixtures were used for water supply, and soon enough they began to be used for sewerage.

At what pressure can such spare parts operate?

Today, PVC pressure pipes are produced in the following pressure groups:

  • PN 6;
  • PN 10;
  • PN 16;

The information presented indicates that the assortment in question is capable of withstanding pressure from 0.6 to 1.6 MPa.

What are the main benefits?

The most significant positive features of such components traditionally include:

  • Excellent quality and high resistance to various types of destructive influences;
  • Maximum performance of the assembled system;
  • Excellent hydraulic performance;
  • Light weight;
  • An impressive service life, which remains unattainable for analogues made from other materials;
  • Possibility of combining components from different materials in the context of one design;
  • Possibility of installation without the involvement of complex and experienced installers;

Areas with a diameter of 40 and 110 mm are traditionally used indoors. 40mm products are used to connect washing machines, washbasins and bidets, but 110 mm pipes are used to connect toilets.

What does the gray color of the part indicate?


The color indicates the area of ​​direct application. The most common options are gray and orange. The gray part is for indoor use; its technical parameters (temperature conditions, optimal pressure, range of diameters) fully correspond to the scope of application. They are also oriented for outdoor use, their parameters fully correspond to this.

Individual parameters of Pragma products.

This standard prescribes the following features of such parts:

  • Scope of application;
  • Permissible deviations of geometric parameters;
  • Product type (with or without socket);
  • Type (for regular or adhesive joints);
  • Other options;

It is well known that the optimal pipe diameter depends on what plumbing unit will be connected through it and what load it will create. Thus, pipes of small diameter (usually 40 - 50 mm) are used to connect washbasins, dishwashers, washing machines or bathrooms. PVC pressure pipes with a diameter of 110 mm are used to connect toilets.

What are the temperature characteristics of the products in question?

During the use of the systems, as a rule, extreme temperatures do not arise and the characteristics of the pipes are appropriate. The maximum that such a structure can withstand for a long time is + 60 degrees, which is quite enough if we take into account the specifics of sewerage operation. The minimum harmless temperature is 10 degrees, which also turns out to be quite enough in practice.


Such pipes are called bell-shaped based on the type of their connection. The good thing about the socket method is that its application does not require complex tools, including soldering irons. Pipes are simply done manually. Cutting parts in accordance with the existing pipeline diagram will also not cause trouble and will not take much time: the corresponding manipulations are performed using a regular hacksaw.

It is worth noting that the products in question are usually used in multi-storey buildings, since it is in such buildings that, as a rule, pumping equipment is used that creates pressure (pressure), which dictates the need to use pressure pipes. Often such parts are used to pump out accumulated masses from a septic tank or cesspool. The walls of such pipes are traditionally thicker than those of gravity taxes. This feature dictated by the fact that the product in question must be prepared for a sharp decrease in pressure and at the same time must not suffer damage that would make further operation of the system impossible.

Another important feature of the range under consideration is the durability of the pipes. Relatively recently, one could only dream of installing pipes and forgetting about their existence for many 50, or even 100 years, but with the advent of PVC, the situation has changed dramatically, and the warranty period for such components is measured in tens of years, while being so reliable and functional details remain democratic and accessible.

How to easily join sewer pipes, see the video for tips on sewer installation:

GOST pipes for sewerage

The use of polyvinyl chloride in the production of plastic pipes has made a real revolution in plumbing work, which is carried out on a private and industrial scale. According to GOST requirements, PVC pipes for sewerage are intended for transporting domestic and industrial wastewater to household septic tanks or central highways. At the same time, there are a number of requirements both for the products themselves and for the conditions of their operation. Only if they are followed, pipelines can last 50 years or more, without maintenance, replacement or repair.

Rough for toilet includes three different types pipes Additionally, the waste line should be vented with a 2-inch pipe that vents to the outside. The configuration of these pipes depends on the location of the toilet in relation to the pre-existing plumbing and the construction of the house.

Place the toilet drain in a location in the bathroom that will provide sufficient clearance for the toilet when installed; 12 inches from the back wall is suitable for most toilets. Cut a 3- or 4-inch hole for the crawl space drain using a reciprocating saw. The size of the hole depends on what size pipe you plan to use. A 3-inch line provides the best drainage, but if the distance to the post stack is more than 6 feet, a 4-inch pipe is required.

Specifications

GOST PVC sewer pipes sets a number of parameters for these products that are necessary for the safe and trouble-free operation of structures assembled from them. In addition, the main technical characteristics of plastic sewer pipes must comply with current construction and sanitary standards and regulations.

Insert a flat flange of the appropriate diameter into the hole in the bathroom and screw it to the base using a screwdriver. The flange holds the toilet to the floor and forms a connection between the toilet and the waste line. The elbow should be pointed in the direction of the soil stack.

Cut into a stack and tape into a 4-inch plumbing tee with a 3 or 4-inch opening, depending on the size of the waste line. Glue the waste line to the tee. Reduce the hole size of the top of the soil stack to 2 inches using a reduction sleeve. This pipe discharges the toilet and should end 1 foot above the roof line.

GOST PVC sewer pipes defines the following criteria for these products:

  1. Place of use. Products are divided into internal and external. According to GOST, polyvinyl chloride pipes for internal sewage systems are painted gray and are used to collect and drain wastewater from premises. According to GOST, PVC pipes for external sewerage are painted orange and can be located underground or on the surface. External type products are used to create storm, collector and drainage systems.
  2. Outdoor conditions. According to this classification, PVC products are divided into pressure, non-pressure and corrugated. According to GOST, free-flow PVC pipes for sewerage can be installed only in those places where liquids will be transported by gravity at a relatively low speed. Pressure systems are designed to be subject to fairly strong internal and external pressure, which can be ± 10 atmospheres. Corrugated sections are intended for laying highways in curved sections. They can be manufactured in both pressure and non-pressure versions.
  3. Hardness class. According to GOST, PVC pipes for sewerage have 3 classes of hardness (light, medium, heavy). This allows the use of polymer products in a wide variety of conditions, from a riser in a multi-story building to a highway laid under a road or construction site. This information marked on all pipes as a standard marking.
  4. Dimensions. These indicators directly affect the assembly order and throughput of systems. According to GOST 1898-2001, PVC sewer pipes must have a certain length, wall thickness, weight, internal and external diameter. Thus, the length of the sections varies between 50-300 cm, the outer diameter of the internal and external lines is 100-110 mm and 110-250 mm, respectively. The wall thickness of the products is 2.2-3.6 mm.
  5. Connection method. According to GOST, plastic sewer pipes are joined in sockets or welded. Welding is used to join sections and fittings of external pressure systems. The socket connection is used when assembling non-pressure risers. To create reliable joints, sealing collars and sealants are used.

On a note: Provided that GOST plastic sewer pipes fully comply with the declared parameters, the result of the assembly work will be structures with ideal performance.

Section of internal pipes

Select an existing copper pipe that carries cold water near the toilet and turn off the water to that pipe. It should run from the tee to the wall behind the toilet and extend about 2 inches beyond the wall under the tank. Solder all the seams after you have assembled the power line and attach the line to a stud in the wall behind the toilet using a clamp.

Stop the water supply line from shut-off valve. You can solder the valve to the pipes or install the valve using a compression fitting. Make sure the valve is closed before turning on the water. If you are connecting a new toilet to an existing stack, you only need to install waste and supply lines. A configuration in which the waste line connects directly to the sewer will require ventilation for the waste line. You can tie the vent pipe to an existing one that already runs through the roof. The valve pipes should either slope upward away from the toilet or be horizontal. To achieve this, the toilet must be located within 10 feet of the stack. . Pipes for household sewer systems are made from unplasticized polyvinyl chloride with the addition of stabilizers and additives intended for the disposal of all types of wastewater in residential and industrial buildings, as well as for the removal of sediments inside and outside buildings.

Advantages of plastic waste systems

PVC pipes for sewerage that comply with GOST have an extensive list of very significant advantages:

  1. Durability. Unlike metal analogues, polymer systems do not corrode. This means that they are not at risk of thinning and loss of integrity. There is no need to paint or treat rust on the outer surface of the line.
  2. Light weight. This factor directly affects the cost of construction and repairs. The products do not add additional weight to the building, which allows saving on the foundation and walls. In addition, even sections with a diameter of 250 mm can be worked manually without the use of lifting equipment.
  3. Smooth inner surface. Dirt and lime deposits do not settle on it. Even abrasive particles pass through the drain system without delay or friction.
  4. Elasticity. GOST pipes allow bending of the pipeline under the influence of external factors, such as soil heaving or shrinkage of buildings. Thanks to this, the pipeline maintains functionality and tightness.
  5. Biological and chemical inertness. Mold and mildew do not form on polymer plastic. The material is resistant to acids, alkalis, solvents and other aggressive substances. This allows you to install PVC sewer pipes that comply with GOST at enterprises, factories and workshops.
  6. Environmental and Fire safety. Even when hot water is passed through, the waste system does not emit harmful substances. PVC does not support combustion. The chlorine component causes the polymer to attenuate in the absence of a flame.

Separately, it is worth dwelling on the cost of the material. It is several times lower than that of steel products. This determines the high popularity of plastic pipes that meet GOST requirements.

Types of drainage systems

The pipes have a service life of more than 50 years. The pipes are not suitable for the disposal of wastewater containing high levels of gasoline, acetone and benzene. The connections are made using a socket fitting and a rubber ring, ensuring complete sealing of the joints.

How much do sewer pipes cost?

Ideal for pipelines installed underground or above ground laid on free flat surfaces for the removal of wastewater and sludge. Pipes for domestic sewer systems are made using a fitting. The useful length of a pipe with a female fitting is the length without the length of the muffler.

INTERSTATE COUNCIL FOR STANDARDIZATION, METROLOGY AND CERTIFICATION

INTERSTATE COUNCIL FOR STANDARDIZATION, METROLOGY AND CERTIFICATION

INTERSTATE

Thanks to the integrated gates, the installation of pipes and connecting elements for domestic sewerage is very simple and quick. Editor's Note: The following is the first in a two-part series examining the various methods available today for restoring sanitary sewer systems.

Sewage sewer systems consist of sewer pipes and sewer structures such as manholes, inlet and outlet structures, and pumping stations. Sewer pipes are made of various materials such as clay, concrete, reinforced concrete, cast iron, ductile iron, polyvinyl chloride and polyethylene. Most manholes are primarily made of clay bricks or reinforced concrete.

STANDARD

ROODS AND SHAPE PARTS MADE OF UNPLASTIFIED POLYVINYL CHLORIDE FOR INTERNAL WATER WATER SYSTEMS

Specifications

(ISO 3633:2002, NEQ) (EN 1329-1:1999, NEQ)

Official publication

Standardinform

Preface

The goals, basic principles and basic procedure for carrying out work on interstate standardization are established in GOST 1.0-92 “Interstate standardization system. Basic provisions" and GOST 1.2-2009 "Interstate standardization system. Interstate standards, rules, recommendations for interstate standardization. Rules for development, acceptance, updating and cancellation"

As a result of physical, chemical, and biological phenomena, several components of sanitary sewer collection systems for major cities have suffered defects such as collapsed pipes, cracked pipes, dislodged joints, and cracked manholes. This results in surcharges or overflows from wells located upstream of pipe segments that are exceeded in capacity. The total flow also often exceeds throughput treatment facilities wastewater, resulting in bypasses of untreated wastewater into receiving waters.

This shunt can cause harm to human health and the environment. The destruction of excavations led to trenchless technology. The traditional method of rehabilitating defective sanitary drains and associated fixtures is excavation and replacement. Since sewer pipes in urbanized areas are mostly located in the middle of streets, excavation and replacement creates traffic disruptions that result in lost productive time for workers in such areas. In addition to the costs associated with lost production time for workers, additional costs are incurred when repairing excavated roads and other structures.

Standard information

1 DEVELOPED by LLC "STC Pipeline Systems from Polymer Materials" with the participation of LLC "RusVinyl"

2 INTRODUCED by the Technical Committee for Standardization TC 465 “Construction”

3 ADOPTED by the Interstate Council for Standardization, Metrology and Certification (Protocol No. 44-2013 of November 14, 2013)

4 By order of the Federal Agency for Technical Regulation and Metrology of December 30, 2013 Ne 2382-st, the interstate standard GOST 32412-2013 was put into effect as a national standard Russian Federation from January 01, 2015

In an attempt to reduce the costs and disruptions associated with excavation and replacement, the spa remediation industry has developed "no-dig" technologies for rehabilitating sanitary sewer systems. Rehabilitation of hatches is carried out in several ways. Several technologies are used to restore defective hatches. Some of the most common techniques include spraying the inside surface of the defective manhole using urethane resin, epoxy or cementitious materials; installation of epoxy resin cladding based on cured resin; and installing a fiber grass liner.

5 This standard is in accordance with the international standard ISO 3633:2002 Plastics piping systems for soil and waste discharge (low and high temperature) inside buildings - Unplasticized poly(vinyl chloride) (PVC-U) high temperature) inside buildings - Unplasticized polyvinyl chloride (PVC-U) and European standard EN 1329-1:1999 Plastics piping systems for soil and waste discharge (low and high temperature) within the building structure - Unplasticized poly(vinyl chloride) (PVC-U) - Part 1: Specifications for pipes, fittings and the system (Plastics pipelines for the discharge of wastewater (low and high temperature) inside buildings - Unplasticized polyvinyl chloride (PVC-U) - Part 1: Specifications on pipes, fittings and system).

Sprayed urethane resin is probably the most effective material for restoring defective manholes. The first step is to conduct a system survey. Trenchless technologies have been implemented in the United States with varying degrees of success. To determine the most suitable products To rehabilitate any sanitary sewer collection system, each community must conduct a sanitary sewer survey.

It should be noted that trenchless technologies have not completely replaced the excavation and replacement of defective sewers and manholes. There are still circumstances in which excavation and replacement is the best method for rehabilitating a segment of a sanitary sewer system.

Level of conformity - nonequivalent (NEQ)

6 INTRODUCED FOR THE FIRST TIME

Information about changes to this standard is published in the annual information index “National Standards”. and the text of changes and amendments is in the monthly information index “National Standards”. In case of revision (replacement) or cancellation of this standard, the corresponding notice will be published in the monthly information index “National Standards”. Relevant information, notices and texts are also posted in information system for general use - on the official website of the Federal Agency for Technical Regulation and Metrology on the Internet

Video about installation of plastic sewer pipes

Our sewer pipes are the best for water supply systems and are also used in water supply and heating technology to expand existing sanitary facilities. Sewer pipes and other forms can be installed to install water to expand the existing pipe network.

The nominal width of the drainpipe has a standard diameter. Multilayer pipe - we learn from nature. This allows the production of a product whose wall is similar to the structure of bone, as known from the animal kingdom. Material. The result is pipe tubes and moldings with a perfectly smooth inner wall that is abrasion resistant and an elastic core that can withstand both ground pressure and traffic loads. Sealing elements Sealing of connections is ensured by sealing elements made of stable elastomers.

© Standardinform, 2014

In the Russian Federation, this standard cannot be reproduced in whole or in part. replicated and distributed as an official publication without permission from the Federal Agency for Technical Regulation and Metrology

INTERSTATE STANDARD

PIPES AND FITTINGS MADE FROM UNPLASTIFIED POLYVINYL CHLORIDE FOR INTERNAL SEWAGE SYSTEMS

They are mounted on a flute. The sealing properties are maintained even when the pipe is deformed or deflected. The connection of pipes is very simple due to the sleeve with a sealing element. This results in fewer connections than elements made from heavy materials. In the event of a supply shortage, we reserve the right to supply equivalent products from other brand manufacturers. Discover more articles from the field at reasonable prices in our category. Only one shipping fee will be charged per order.

Delivery throughout Austria. Delivery time in Germany is usually around 1-2 working days, this is stated per article and may be longer. Pipes and fittings are supplied with a molded seat and O-ring. Orange color. Fingers from cheap pipes With ducts, the handle on an inexpensive product can become expensive! The channel pipe must provide a service life of at least 50 years. Foam pipes often fail to achieve this goal. The consequences are high costs because the exchange and new installation cost much more than the product itself.

Specifications

Unplasticized polyvinylchloride pipes and fittings for waste discharge inside the buildings. _Specifications_

Date of introduction -2015-01-01

1 area of ​​use

This standard applies to pipes and fittings made of unplasticized PVC-U polyvinyl chloride (UPVC) with a solid wall intended for sewer systems for the removal of domestic wastewater and storm drainage systems inside buildings.

The photo shows: foam pipes can split when low temperatures. What is clearly recognized in the so-called “balance test” also brings significant disadvantages and dangers for the publisher in practice. The plug-in system consists of many precisely matched parts and is permanently sealed and extremely durable. Regardless of whether the channel is a street or a home, the system has a lifetime for many generations.

The three-layer polypropylene pipeline system is characterized by high annular and longitudinal rigidity. The white inner layer makes it easy to inspect with a camera and is rigid. The outer layer makes the tube stable. Single-layer polypropylene tubes are available in two stiffness classes. They are equipped with a double rosette with a fixed O-ring. The system is completed with an extensive molding program.

2 Normative references

This standard uses normative references to the following interstate standards:

** GOST R ISO 3126-2007 is in force on the territory of the Russian Federation.

3.5 average outside diameter d, m, mm: The measured outer circumference of a pipe or pipe end of a fitting in any cross section, divided by l (i=3.142), rounded up to the nearest 0.1 mm.

The connection is usually made using electric welding. Alternative installation methods such as plowing, flushing or bursting require special requirements for the pipe system. For example, they are particularly resistant to point loads and surface damage.

Ensure water supply even during drought

The extensive shaft program allows for inspection, cleaning and ventilation of pipelines, as well as pipe assembly. Each child is promoted and receives an education suited to his or her needs and aptitudes. The wear and tear on these tanks and the high maintenance costs that many people want to keep pose a danger to everyone. Natural wear and tear on these pipes is caused by cotton roots in many places - the pipes leak and there is a risk that the waste water will not drain properly and thus become a health hazard.

3.6 average internal diameter of the socket d im, mm: Arithmetic mean of measurements of the internal diameter of the socket in one cross section.

3.7 ovality: The difference between the measured maximum and minimum outer diameters in the same cross-section of a pipe or pipe end of a fitting.

3.8 wall thickness e, mm: The result of measuring the wall thickness at any point along the circumference of the product.

3.9 average wall thickness e t, mm: The arithmetic mean of several wall thickness measurements at points uniformly distributed around the circumference in one cross-section of the product, including the measured minimum and maximum wall thickness in the same cross-section.

3.10 pipes and fittings with a solid wall: Pipes and fittings with a smooth outer and inner surface, having the same composition throughout the entire wall thickness.

4 Main parameters and dimensions

4.1 Pipe sizes

4.1.1 The average outer diameter d am must correspond to table 1.

Table! In millimeters

Nominal size DN/OD

Nominal outer diameter d n

Average outer diameter d am

minimum d am t

maximum Rat

4.1.2 Ovality, measured immediately after manufacture, should be no more than 0.024d„.

4.1.3 Wall thickness must correspond to table 2.

The wall thickness allowed at any point is no more than 1.2e mm, provided that the average thickness

wall thickness e t no more than e^„, ax.

4.1.4 The length of pipes / (effective), measured in accordance with Figure 1. shall be specified by the manufacturer. The maximum length deviation is ± 10 mm.

a) Pipe with a socket for an O-ring

b) Pipe with a socket for an adhesive joint

L_______________i

c) Pipe (with chamfer)

d) Pipe (without chamfer)

Figure 1 - Effective pipe length

4.1.5 When manufacturing pipes with a chamfer, the chamfer angle should be from 15° to 45° to the pipe axis. The remaining wall thickness at the end of the pipe must be at least 1/3e m =n.

4.2 Dimensions of fittings

4.2.1 The average outer diameter d am of the pipe end must correspond to table 1.

4.2.2 The minimum wall thickness e mln of the body or pipe end must correspond to Table 2. A reduction in wall thickness by 5% is allowed, while the arithmetic mean value of the thickness of two opposite walls must be at least e t.

For transition fittings intended to connect pipelines of two different nominal sizes, the wall thickness of each socket (pipe end) must meet the requirements for the corresponding nominal size. In this case, the wall design provides for a smooth change in thickness from one value to another.

4.3 Dimensions of sockets and pipe ends

4.3.1 The dimensions of sockets and pipe ends for adhesive joints (Figure 2) must correspond to Table 3.

The manufacturer must indicate whether the flare is conical or parallel. If the socket is parallel, then the average internal diameter of the socket d itn should be applied along the entire length of the socket. If the flare is conical, then the limits for dun should be applied at the midpoint of the flare length with a maximum taper angle of 20" (minutes) relative to the flare axis.

d t - internal diameter of the socket; Z., is the length of the pipe end; L 2 - length of the bell; e g - wall thickness of the socket

Figure 2 - Main dimensions of the socket and pipe end for the adhesive joint

Average inner height

diameter of the rub

Length of socket L 2 and pipe end L, not less

Wall thickness ©2. no less

minimum

maximum

For connections assembled at the manufacturer's plant. U values ​​can be reduced to C values.

indicated in table 4.

4.3.2 The dimensions of sockets and pipe ends for the sealing ring (Figure 3 a)) must correspond to Table 4, 5 or 6 depending on the type of socket and pipe end (type S I, S II or M).

Various designs of the groove for the sealing ring are allowed (Figure 3 b)), provided that the characteristics of the connection meet the requirements established in Table 11.

Socket dimensions, including maximum average internal diameter dun,max. And FE fittings for the sealing ring must be installed by the manufacturer in the design and technical documentation for the product.

dt - internal diameter of the socket; A - minimum contact length; C is the depth of the effective compaction point; Li is the length of the pipe end; e? - wall thickness of the socket; wz - wall thickness in the area of ​​the groove for the sealing ring

Figure 3 - Main dimensions of the socket and pipe end for the sealing ring

Table 4 - Socket and Pipe End Type S I (Short Type I)

In millimeters

Table 5- Socket and Pipe End Type S II (Short Type II)

In millimeters

Nominal outer diameter d n

A. no less

C, no more

Li, no less

Table 6 - Socket and pipe end type M (middle)

In millimeters

Nominal outer diameter d n

Average internal diameter of the socket (minimum)

Li, no less

If the O-ring creates more than one sealing point (Figure 4). then the minimum value of A and maximum value C is measured from the point of effective compaction as specified by the manufacturer.

Figure 4

The wall thickness e 2 and e 3 of the sockets for the sealing ring (Figure 3 a)) must correspond to Table 7.

It is allowed to reduce the wall thicknesses e 2 and e 3 by 5%, while the arithmetic mean of the thicknesses of two opposite walls must be no less than the values ​​​​given in Table 7.

Table 7_In millimeters

In socket designs where the O-ring is retained by a bonnet (Figure 5), the wall thickness e 3 should be calculated by adding the socket wall thickness and the bonnet wall thickness at the appropriate cross-section.

Figure 5 - Wall thickness of the socket with a cover for installing an o-ring

4.3.3 Dimensions of O-ring socket type L (long) and pipe end for

expansion pipes for adhesive joints must comply with Table 8.

Table 8 - Type L socket (long) and pipe end for adhesive expansion joints

In millimeters

Nominal outer diameter d n

Average internal diameter of the socket (minimum)

Ah, no less

C, no more

4.4 Types of fittings

Shaped parts are made by injection molding. Fittings are made for connection with an O-ring and for adhesive connection.

This standard applies to the following main types of fittings:

a) bends (Figure 6) are produced in the following versions:

Pipe end-socket or socket-socket;

Bend bend (with radius R).

The nominal angle a for bends is selected from the following values: 15°, 22°30", 30°, 45°, 67°30' and from 87°30" to 90°;

b) double-socket couplings and sliding couplings (Figure 7);

c) transition pipes (Figure 8);

d) tees and transition tees (Figure 9) are produced in the following versions:

Pipe end-socket-socket or socket-socket-socket;

Curved tee (with radius R).

The nominal angle a for tees is selected from the following values: 45°, 67*30" and from 87*30" to 90°.

Other types and designs of fittings are permitted.

The installation length z of fittings must be specified by the manufacturer. The installation length z of fittings is not used for quality control.

The design and nomenclature of fittings must be established in the design and technical documentation of the manufacturer.

Figure 6 - Branch

Figure 9 - Tee

4.5.1 The symbol for pipes includes:

The word "pipe"

Nominal size (nominal outside diameter) and nominal wall thickness;

4.5.2 The symbol of the fitting includes:

Name of the fitting;

Abbreviated name of the material: Latin PVC-U or Cyrillic NPVH;

Nominal size (nominal outer diameter);

Designation of this standard.

Examples of symbols:

Pipe with a nominal outer diameter of 160 mm and a nominal wall thickness of 3.2 mm:

Meaning

Test method

1 Impact strength at 0 °C 11

2 Impact strength at 0 °C (step method)

Н50& 1000 mm (no more than one destruction at a drop height of the load £ 500 mm)

3 Change in pipe length after heating. %, no more

(there should be no bubbles or cracks on the pipes after warming up)

Note - The manufacturer is not responsible for markings that become illegible as a result of the following actions during installation and operation: painting, cleaning the surface or using detergents, except those approved or installed by the manufacturer.

When marking is applied by printing, the color of the marking must differ from the color of the pipes and fittings. The font size and quality of marking must ensure its legibility without the use of magnifying devices.

When marking using the heat embossing method, the indentation depth should be no more than 0.25 mm.

5.4.2 Each section of pipe must be marked, which is carried out at intervals of no more than 1 m and contains: name and (or) trademark manufacturer, symbol without the word “pipe”, date (year and month) of manufacture.

It is allowed to include additional information in the pipe marking, for example, shift number and batch number. For pipes that meet the requirements for impact strength using the stepwise method (Table 9. indicator 2), the marking may indicate the sign F - “snowflake”.

5.4.3 Marking of fittings is carried out on the outer surface of each product and includes: name and (or) trademark of the manufacturer, symbol of the fitting without the name of the fitting, date of manufacture (year).

The designation of this standard, the name of the fittings, and the date of manufacture may be indicated on a label that ensures the safety of the marking during transportation, storage and installation.

5.4.4 Each package must be marked with transport markings according to

Pipes and fittings are resistant to destruction in atmospheric conditions. The waste of unplasticized polyvinyl chloride generated during production is non-toxic and can be recycled. Waste that is not suitable for recycling must be destroyed in accordance with sanitary rules, providing for the procedure for the accumulation, transportation and disposal of industrial waste.

In relation to the use, transportation and storage of pipes and fittings, special security requirements environment are not presented.

6.4 When producing pipes and fittings, fire safety requirements must be observed in accordance with GOST 12.1.004. In case of fire, extinguishing is carried out with fire extinguishing compounds, carbon dioxide, fire extinguishing powders, sprayed water with wetting agents, and felt. To protect against toxic combustion products, insulating gas masks or industrial filter gas masks of the M or BKF brand are used.

7 Acceptance rules

7.1 Pipes and fittings are accepted in batches. A batch is considered to be pipes or fittings of the same name and standard size (nominal diameter and wall thickness), manufactured

manufactured from a composition of the same recipe and component brands, on the same technological equipment, delivered simultaneously.

7.2 The quality document must contain:

Name and (or) trademark of the manufacturer;

Product designation;

Batch number and/or date of manufacture;

Batch size;

Confirmation of product compliance with the requirements of this standard.

7.3 To check the compliance of pipes and fittings with the requirements of this standard, acceptance and periodic tests are carried out to the extent specified for pipes - in table 13, fittings - in table 14, connections - in table 15.

Table 13

Indicator name

Requirements

present

standard

control

Control frequency

1 Appearance, markings

Each batch

2 Dimensions

Each batch

3 Impact strength at 0 °C p

5.1.2. table 9

depending on d n, but not less than 2

4 Impact strength at 0 °C (step method) 11

5.1.2, table 9

Once every 12 months for the material used and each size group

At least 10

5 Change in length after warming up

5.1.2, table 9

Once every 6 months for each size group

6 Resistance to dichloromethane

5.1.2, table 9

Once every 12 months for each size group

7 Vicat softening point

5.1.2, table 9

Once every 12 months for the material used

" Impact strength is determined by one of the specified methods.

Table 14

Name

indicator

Requirements

present

standard

Control frequency

1 Tightness (water tightness) of connections

5.1.4. table 11

Once every 12 months for each group of sizes and connection design" 1

2 Tightness (airtightness) of connections

5.1.4. table 11

Once every 24 months for each group of sizes and connection designs’ 1

3 Tightness of connections under cyclic exposure to elevated temperatures 21

5.1.4. table 11

Appendix A

When first releasing and changing the design of connection 11

"The design of the connection is determined by the design of the sealing ring, the shape of the groove for the ring, and the hardness of the ring (± 5 units).

21 The definition of the indicator is optional.

7.4 Sampling of pipes and fittings for acceptance tests is carried out from the batch using the random sampling method. It is allowed to take samples evenly during the production process.

For periodic testing, samples are taken from batches that have passed acceptance tests, grouping products according to Tables 16 and 17.

Table 16

Table 17

Group of types of fittings

Name of fittings

Tees

7.5 If during acceptance tests at least one sample does not meet the requirements of this standard for any indicator, then repeated tests for this indicator are carried out on a double number of samples selected from the same batch. In case of unsatisfactory results of repeated tests, the batch of products is not subject to acceptance.

7.6 If unsatisfactory results of periodic tests are obtained, repeated tests are carried out according to the non-conformity indicator on a double number of samples. In case of unsatisfactory results of repeated tests, the reasons leading to the nonconformity must be identified and eliminated.

GOST pipes for sewerage

The use of polyvinyl chloride in the production of plastic pipes has made a real revolution in plumbing work, which is carried out in private and industrial settings. According to GOST requirements, PVC pipes for sewerage are intended for transporting domestic and industrial wastewater to household septic tanks or central highways. At the same time, there are a number of requirements both for the products themselves and for the conditions of their operation. Only if they are followed, pipelines can last 50 years or more, without maintenance, replacement or repair.

Specifications

GOST PVC sewer pipes sets a number of parameters for these products that are necessary for the safe and trouble-free operation of structures assembled from them. In addition, the main specifications plastic sewer pipes must comply with current construction, sanitary standards and regulations.

GOST PVC sewer pipes defines the following criteria for these products:

  1. Place of use. Products are divided into internal and external. According to GOST, polyvinyl chloride pipes for internal sewage systems are painted gray and are used to collect and drain wastewater from premises. According to GOST, PVC pipes for external sewerage are painted orange and can be located underground or on the surface. External type products are used to create storm, collector and drainage systems.
  2. Outdoor conditions. According to this classification, PVC products are divided into pressure, non-pressure and corrugated. According to GOST, free-flow PVC pipes for sewerage can be installed only in those places where liquids will be transported by gravity at a relatively low speed. Pressure systems are designed to be subject to fairly strong internal and external pressure, which can be ± 10 atmospheres. Corrugated sections are intended for laying highways in curved sections. They can be manufactured in both pressure and non-pressure versions.
  3. Hardness class. According to GOST, PVC pipes for sewerage have 3 classes of hardness (light, medium, heavy). This allows the use of polymer products in a wide variety of conditions, from a riser in a multi-story building to a highway laid under a road or construction site. This information is printed on all pipes as standard markings.
  4. Dimensions. These indicators directly affect the assembly order and throughput of systems. According to GOST 1898-2001, PVC sewer pipes must have a certain length, wall thickness, weight, internal and external diameter. Thus, the length of the sections varies between 50-300 cm, the outer diameter of the internal and external lines is 100-110 mm and 110-250 mm, respectively. The wall thickness of the products is 2.2-3.6 mm.
  5. Connection method. According to GOST, plastic sewer pipes are joined in sockets or welded. Welding is used to join sections and fittings of external pressure systems. The socket connection is used when assembling non-pressure risers. To create reliable joints, sealing collars and sealants are used.

On a note: Provided that GOST plastic sewer pipes fully comply with the declared parameters, the result of the assembly work will be structures with ideal performance.

Advantages of plastic waste systems

PVC pipes for sewerage that comply with GOST have an extensive list of very significant advantages:

  1. Durability. Unlike metal analogues, polymer systems do not corrode. This means that they are not at risk of thinning and loss of integrity. There is no need to paint or treat rust on the outer surface of the line.
  2. Light weight. This factor directly affects the cost of construction and repairs. The products do not add additional weight to the building, which allows saving on the foundation and walls. In addition, even sections with a diameter of 250 mm can be worked manually without the use of lifting equipment.
  3. Smooth inner surface. Dirt and lime deposits do not settle on it. Even abrasive particles pass through the drain system without delay or friction.
  4. Elasticity. GOST pipes allow bending of the pipeline under the influence of external factors, such as soil heaving or shrinkage of buildings. Thanks to this, the pipeline maintains functionality and tightness.
  5. Biological and chemical inertness. Mold and mildew do not form on polymer plastic. The material is resistant to acids, alkalis, solvents and other aggressive substances. This allows you to install PVC sewer pipes that comply with GOST at enterprises, factories and workshops.
  6. Environmental and fire safety. Even when hot water is passed through, the waste system does not emit harmful substances. PVC does not support combustion. The chlorine component causes the polymer to attenuate in the absence of a flame.

Separately, it is worth dwelling on the cost of the material. It is several times lower than that of steel products. This determines the high popularity of plastic pipes that meet GOST requirements.

Video about installation of plastic sewer pipes

UDC 696.133:678.5:006.354 Group Zh21

INTERSTATE STANDARD

Polyethylene sewer pipes and fittings for them

DESIGN

Polyethylene waste-pipes and fittings. Construction

Date of introduction 01.l0.8t

This standard applies to pipes and fittings for them (hereinafter referred to as products) made of polyethylene low pressure(HDPE) and polyethylene high pressure(PVD), intended for internal sewerage of buildings, and components for them.

Technical requirements, acceptance rules, test methods, marking, packaging, transportation, storage and guarantees of the manufacturer of pipes and fittings must comply with those specified in GOST 22689.0.

1.1. Sewer pipes must be made in straight sections of length 2; 3; 5.5; 6 and 8 m with the dimensions indicated in the drawing. 1 and in table. 1.

By agreement between the manufacturer and the consumer, it is possible to manufacture pipes of other lengths.

Official publication

Reproduction is prohibited*

Notes:

Before 0K02.91, by agreement with the consumer, it was allowed to manufacture pipes with a nominal outer diameter of 48.6 and 107.5 mm according to approved design documentation with maximum deviations from dimensions specified for products with a nominal diameter of 50 and 110 mm.

2. The theoretical mass of pipes is given in table. 22.

Example symbol sewer pipes with an outer diameter of 110 mm and a length of 6000 mm made of HDPE: Pipe TK 110-6000-HDPE GOST 22689.2

2. SELLS AND SMOOTH ENDS OF MOUNTING PARTS

2.1. The design and dimensions of the sockets and smooth ends of fittings of type KK must correspond to those indicated in the drawing. 2 and table. 2, type CC - indicated in the drawing. 3 and table. 3, type PP - indicated in the drawing. 4 and in table. 4.

table 2

Continuation of the table. AND


Table 3

Prev, off


Table 4

Notes:

1. It was allowed until 01.OL.9il, in agreement with the consumer, that shaped parts for pipes with a nominal outer diameter of 48.6 and 107.5 mm were manufactured according to the approved design documentation with deviations from the dimensions indicated for products with a diameter of 50 and 110 mm.

2, The theoretical mass of fittings is given in table. 23 applications.

3, PIPE

3.1. The pipes must be made of the following types:

KS - with sockets for connection with an O-ring and welding (Fig. 5);

KS - with a socket for connection with an O-ring and a smooth end for connection by welding (Fig. 6)?

Рс - with a socket for connection with a nut and a smooth end for connection with welding (Fig. 7);

CP - with a socket for connection by welding and a socket for connection with a nut (Fig. 8).

NS type pipe


Hs type pipe


Pipe type PC


Connector type CP 5 min

3.2. The dimensions of the pipes must correspond to those indicated in the table. 5.

Table §

An example of a symbol for a KS type pipe for pipes with a diameter of 50 mm made of HDPE:

Branch pipe P 50KH50S-PND GOST 22689.2

4. COMPENSATION PIPE

4.1. Expansion pipes must be made of the following types:

Kk - with a compensation socket and a smooth end dj connection with an o-ring (Fig. 9);

Compensation pragprKok type Its


'KS - with a compensation socket and a socket for connection by welding (Fig. 10);

Compensation pipeKon type KS


Ks - with a compensation socket and a smooth end for welding connection (Fig. 11).

Compensation nampydoK type Ks


4.2. The dimensions of compensation pipes of various types must correspond to those indicated in the table. 6.

An example of a symbol for a compensation pipe type Ks made of HDPE for connecting pipes with a diameter of 110 mm:

Pipe PK POKKHIOS-PND GOST 22689.2

5. TRANSITIONAL PIPE

5.1. Adapter pipes must be made of the following types:

kK - with a smooth end and a socket for connection with a sealing ring (Fig. 12);

Branch pipe type K


<эК - о гладким концом для соединения сваркой и раструбом для соединения уплотнительным кольцом (черт. 13);

Connector type C


<йС - с гладким концом и раструбом для соединения сваркой (черт. 14);

namptjdoK type C C L


CP - with a smooth end for welding and a socket for connecting with a nut (Fig. 15).

Natru Tone type SR


5.2. The dimensions of the transition pipes must be indicated in the table. 7.

correspond to Table 7

An example of a designation for a transition pipe of type KK made of HDPE for connecting pipes with diameters of 90 and 50 mm:

PP 90kX50K-PND branch pipe GOST 22689.2

6. INSTRUMENT PIPE

6.1. Instrument pipes must be made of the following types:

UK - with a socket for connection to the toilet outlet or

to the outlet of the cast iron drain and the smooth end for connection with an O-ring (Fig. 16);

Un type pipe,


US - with a socket for connection to the outlet of a toilet bowl or to the outlet of a cast iron drain and a socket for connection by welding (Fig. 17).

US type branch pipe


6.2. The dimensions of the instrument pipes must correspond to those indicated in the table. 8.

Table 8

An example of a conditional is indicated and I am an instrument stalemate

cabin type UK with a diameter of PO mm made of HDPE for connection to the toilet outlet:

Pipe PPRUKHIOK-PND GOST 22689.2

7. INSTRUMENTATION BENDS

7.1. Instrument bends must be manufactured of the following types:

US - with a socket for connection to the toilet outlet and a socket for connection by welding (Fig. 18);

Bend type US


UK - with a socket for connection to the toilet outlet and a smooth end for connection with an o-ring (Fig. 19).

Bend type Un


7.2. The dimensions of instrument outlets must correspond to those indicated in the table. 9.

An example of a symbol for an outlet of an instrument type US with a diameter of 110 mm made of HDPE for connection to the outlet of a toilet:

Branch Opr UH1YUS-PND GOST 22689.2

8.1. Bends must be manufactured of the following types:

Kk - with a socket and a smooth end for connection with an o-ring (Fig. 20);

SK - with sockets for welding connections and an o-ring (Fig. 21);

Branch type Kk


Branch type SK


СС - with sockets for connection by welding (Fig. 22);

CP - with sockets for connection by welding and nut (Fig. 23).

8.2. The dimensions of the bends must correspond to those indicated in the table. 10.


Crap. 22 Damn. 23

An example of a designation for a CP type bend with an angle a=87°30" from HDPE for connection with 50 mm and 40 mm pipes:

Bend O 50СХ40Р-ПНД GOST 22689.2 The same, type SK with angle а=30°:

Bend O 30° 40СХ50К-ПНД GOST 22689.2

Table 10

Note. Dimensions 50x40 are given for bends of types SK and SR.

9. TEES

9.1. Tees must be made of the following types:

KkK - with two sockets and a smooth end for connection with O-rings (Fig. 24);

Tee type NkN


KkudK - with two sockets and an elongated smooth end for connection with O-rings (Fig. 25);

KudkK - with an extended compensation socket, a smooth end and a side socket for connection with O-rings (Fig. 26);

KSK - with two sockets for connection with O-rings and a socket for connection by welding (Fig. 27);

ssk - with two sockets for connection by welding and a socket for connection with an o-ring (Fig. 28);


SSS - with three sockets for connection by welding (Fig. 29);

RCP - with two sockets for connection with a nut and a socket for connection by welding (Fig. 30);

SSR - with two sockets for connection by welding and a socket for connection with a nut (Fig. 31);

SKK - with a socket for connection by welding, a smooth end and a socket for connection with an o-ring (Fig. 32).

9.2. The dimensions of tees of types KkK, KudkK, KSK, SSK, SSS, SSR, SkK must correspond to those indicated in the table. 11, and a tee type KkudK - in table. 12.


Three and n KCR







Table I

* For tee type KudkK.

** For tees installed in sanitary cabins;

Note. The size 50X40 is indicated for tees of types CCC, PCP, SSR.

An example of a symbol for a KSK type tee with an angle a=87°30" for connection to pipes with a diameter of 110 mm and 50 mm made of HDPE:

Tee T 110KHI0SKH50K-LND GOST 22689.2 The same, tee type KSK with angle a=45° for connecting pipes of the same diameters from HDPE:

Tee T 45° 1YUKHI0SKH50K-PND GOST 22689.2

10. CROSSINGS

10.1. Crosses should be made of the following types: KkKK - with three sockets and a smooth joint for connection with o-rings (Fig. 33);

SkKK - with a socket for connection by welding, two sockets and a smooth joint for connection with O-rings (Fig. 34);

USSR - with three sockets for connection by welding and a socket for connection with a nut (Fig. 35);

SSK - with three sockets for connection by welding and a socket for connection with an o-ring (Fig. 36);

СССС - with four sockets for connection by welding (Fig. 37).

Crosspiece type InNI.




USSR type crosspiece



An example of a symbol for a cross of the SkKK type with an angle a = 87°30" for connection with pipes with a diameter of 110 mm made of HDPE:

Cross K 110СХ1 YukH*WKX1YUK-PND GOST 22689.2

10.2. The dimensions of the crosspieces must correspond to those indicated in the table. 13.

Table 13

* For crosses installed in sanitary cabins.

11. CROSSINGS WITH OFFSET AXES OF BRANCHES

11.1. Crosses with offset axes of bends must be manufactured of the following types:

KkKK - with three sockets and a smooth end for connection with O-rings (Fig. 38);

SKKK - with two sockets and a smooth end for connection using O-rings and a socket for connection by welding (Fig. 39).



An example of a symbol for a cross with offset axes of bends of the SkKK type for connecting pipes with diameters of PO mm and 50 mm from HDPE:

Crosspiece Ksm110SH1 YukH 110KH50K-PND GOST 22689.2

12. UNIVERSAL TEES

12.1. Universal tees must be manufactured of the following types:

With two sockets and a plain end for connection with O-rings and a side outlet (or side outlets) to obtain two-plane crosses (or five-pieces) by welding the nozzles specified in section. 3 (drawing 40);

With three sockets for connection by welding and a side bend (or two bends) to obtain two-plane crosses (or five-pieces) by welding the pipes specified in section. 3 (drawing 41).

KkKs (or KkKss)

Universal tee type KkKs (or K k; (ss)



* In the case of right-hand execution - a blank wall. ** In the case of left-hand version - a blank wall.

P. 34 GOST 22689.2-89

Universal tee type СССС (or ССССС)




* In the case of right-hand execution there is a blank wall.

** In the case of left-hand version - a blank wall.

12.2. The dimensions of universal tees must correspond to those indicated in the table. 14.

An example of the designation of a tee of the universal type KkKs with a right side outlet with a diameter of 50 mm for connection with pipes with a diameter of PO mm made of HDPE:

Tun 110KHI0kH1SHH50s-Pr-PND GOST 22689.2 The same, for left-hand version:

Tun 1YUKHI0kH1ShH50s-L-HDPE GOST 22689.2 The same, universal tee type SSSSS with two side outlets with a diameter of 50 mm for connection with pipes with a diameter of 90 mm made of HDPE:

Tun 90СХ90СХ90СХ50СХ50С-ПНД GOST 22689.2

13.1. Couplings must be manufactured of the following types:

KK - with sockets for connection with O-rings (Fig. 42);

Myqpma type K8

СС - with sockets for welding connections (Fig. 43).

CC type coupling

Version 1 L

Version 2


13.2. The dimensions of the couplings must correspond to those indicated in the table. 15.

Table 15

An example of a symbol for a coupling type SS for connecting pipes with diameters of 50 mm and 40 mm made of HDPE:

Coupling M 50СХ40С-ПНД GOST 222689.2

14.1. Audits must be made of the following types:

To - with a socket and a smooth end for connection with an o-ring (Fig. 44).

C - with sockets for connection by welding (Fig. 45).

Type K revision


Type C revision


14.2. The size of the revisions must correspond to those indicated in the table. 16.

Table 16

SpUPBOHZ

An example of a symbol for a type K revision for connection to pipes with a diameter of 110 mm made of HDPE:

Revision R 110K-PND GOST 22689.2

15.1. The design and dimensions of the plugs must correspond to the drawings. 46 and table. 17; design and dimensions of the covers - damn. 47 and table. 18.

Stub



An example of a symbol for a plug for a socket of a shaped part with a diameter of PO mm made of HDPE:

Plug 3 110-PND GOST 22689.2 The same, covers version “b” for the socket of a shaped part with a diameter of 50 mm made of HDPE:

Cover K 50(b)-HDPE GOST 22689.2

Table 17

16. UNIT NUTS

16.1. The design and dimensions of the union nuts must correspond to those indicated in the drawing. 48 and in table. 19.

Union nut


L, no less

An example of a symbol for a HDPE sewer union nut for pipes with a diameter of 50 mm:

Nut G 50-PND GOST 22689.2

17.1. Polyethylene gasket tape is intended for installation between the outer surface of the sewer pipeline and the inner surface of metal fasteners.

17.2. The design and dimensions of the spacer tape must correspond to those indicated in the drawing. 49.


Weight 1 m - 0.020 kg

Symbol for LDPE spacer tape: LP-HDPE tape GOST 22689.2

17.3. The tape must be made of high-density polyethylene in accordance with GOST 16337.

18. O-RINGS

18.1. Rubber sealing rings are designed to complete sewer fittings made of HDPE and LDPE.

18.2. The design and dimensions of the sealing rings must correspond to those indicated in the drawing. 50 and in table. 20.


An example of a symbol for a sealing ring to complete a fitting with a nominal diameter of 50 mm:

Ring Kup 50 GOST 22689.2

18.3. Rubber for sealing rings must have a Shore hardness in the range of 30-45 and a relative residual deformation after aging in air at a compression of 40% and a temperature of 70 ° C for 24 hours of no more than 25%.

19. SEALING GASKETS

19.1. Sealing gaskets are designed to complete sewer fittings made of HDPE and LDPE with threaded sockets.

19.2. The design and dimensions of the sealing gaskets must correspond to those indicated in the drawing. 51 and in table. 21.

An example of a symbol for a sealing gasket for a sewer fitting with a nominal threaded socket diameter of 50 mm:

Gasket P 50 GOST 22689.2

19.3. Sealing gaskets must be made of rubber in accordance with GOST 7338 or molded rubber in accordance with current technical conditions.

APPLICATION

Information

Theoretical weight of 1 m polyethylene sewer pipes

Table 22

Weight 1m coarse, kg-

Theoretical weight of polyethylene fittings

Table 2E

Weight of fittings, kg

Name

Pipes

Pipes

compensation-

Continuation of the table. 29

Weight of fittings, kg

Name

Pipes

transitional

Pipes

instrumentation

instrumentation

Name

Weight of styles

parts, kg

Tees


Name

Weight of styles*

>gh parts, kg G1VD

Tees

Crosspieces

Continuation of the table. 23

Name

Weight (fitting parts, kg

Crosspieces

Crosses with offset axes of bends

Tees

station wagon

0.01 I 0.027 0.04 0.07

Weight of fittings, kg

Name

Stubs

Nuts on-

INFORMATION DATA

DEVELOPED AND INTRODUCED by the Ministry of Construction Materials Industry of the USSR

DEVELOPERS OF THE STANDARD

O. P. Mikheev, Ph.D. tech. Sciences (topic leader); V. I. Feldman, Ph.D. tech. sciences; L. P. Zhabrova; N. G. Kulikhina, A. N. Afonin, Ph.D. tech. sciences; R. F. Lokshin, Ph.D. tech. sciences; S. V. Ekhlakov, Ph.D. tech. sciences; I. V. Gvozdev; V. I. Terekhin; A. A. Vasiliev; L. S. Vasilyeva; A. P. Chekry-gin

2. APPROVED AND ENTERED INTO EFFECT by Resolution of the State Construction Committee of the USSR dated June 16, 1989 No. 93

3. INSTEAD OF GOST 22689.2-77 - GOST 22689.20-77

4. REFERENCE REGULATIVE AND TECHNICAL DOCUMENTS

Item number

GOST 7338-90 GOST 16337-77 GOST 22689.0-89

Introductory part

5. REPUBLICATION. November 2000

GOST 22689.0-89 Polyethylene sewer and faucet pipes

sleepy parts to them.

General technical conditions.....J

GOST 22689.1-89 Polyethylene sewer and faucet pipes

sleepy parts to them.

Assortment......... P;

GOST 22689.2-89 Polyethylene sewer and faucet pipes

sleepy parts to them.

Construction........ . 27

1. Pipes........, . 27

2. Bells and smooth ends of fittings 28-

3. Pipes.... 31

4. Compensation pipes.... 33

5. Transition pipes......35

6. Instrument pipes......37

7. Instrument taps.......39"

8. Bends.........41

9. Tees.........43

10. Crosses.........51

11. Crosses with offset axes of bends 56*

12. Universal tees.....58

13. Couplings.........61

14. Revisions.........68

15. Plugs and covers......65

16. Union nuts.......66

17. Spacer tape......67

18. O-rings.....67

19. Sealing gaskets.... 68

Appendix Theoretical weight of 1 m of polyethylene sewer pipes. ......70

Theoretical weight of polyethylene fittings. . 70

to GOST 22689.2-89 Polyethylene sewer pipes and fittings for them. Design

what place

Printed

it must be

Point 2.1. Drawing 2. View A-A



Clause 6.2. Table 8. Column

Clause 7.1, Drawings 18, 19 Clause 8.2. Table 10. Head

Clause 9.1. Drawing 27 drawing 32 Clause 9.2

Appendix, Table 23. Column “Type”, For “Transition pipes”

Column "PVD". For "Krestovik"

Tee KCR Tee SKK SSS, SSR

Tee type KSK Tee type SKK SSS, RSR, SSR

(IU (C N° I 199YU)

Editor L.V. Koretnikova Technical editor O.N. Vlasova Proofreader A.S. Chernousova

Ed. persons No. 02354 dated July 14, 2000. Signed for publication on November 20, 2000. Conditions of sadness 4.65. Academician-ed.l. 3.75. Circulation 161 copies. C 6318. Zak. 1086.

IPK Publishing House of Standards, 107076, Moscow, Kolodezny per., 14. Typed at the Kaluga Printing House of Standards Branch of IPK Publishing House of Standards - type. "Moscow Printer"

103062, Moscow, Lyalin lane, 6.

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