TP237 - Pravilnik o spodnjem ustroju železniških prog

(1) This European Standard applies to concrete for structures cast in situ, precast structures, and structural precast products for buildings and civil engineering structures.
(2) The concrete under this European Standard can be:
-   normal-weight, heavy-weight and light-weight;
-   mixed on site, ready-mixed or produced in a plant for precast concrete products;
-   compacted or self-compacting to retain no appreciable amount of entrapped air other than entrained air.
(3) This standard specifies requirements for:
-   the constituents of concrete;
-   the properties of fresh and hardened concrete and their verification;
-   the limitations for concrete composition;
-   the specification of concrete;
-   the delivery of fresh concrete;
-   the production control procedures;
-   the conformity criteria and evaluation of conformity.
(4) Other European Standards for specific products e.g. precast products or for processes within the field of the scope of this standard may require or permit deviations.
(5) Additional or different requirements may be given for specific applications in other European Standards, for example:
-   concrete to be used in roads and other trafficked areas (e.g. concrete pavements according to EN 13877-1);
-   special technologies (e.g. sprayed concrete according to EN 14487).
(6) Supplementing requirements or different testing procedures may be specified for specific types of concrete and applications, for example:
-   concrete for massive structures (e.g. dams);
-   dry mixed concrete;
-   concrete with a Dmax of 4 mm or less (mortar);
-   self-compacting concretes (SCC) containing lightweight or heavy-weight aggregates or fibres;
-   concrete with open structure (e. g. pervious concrete for drainage).
(7) This standard does not apply to:
-   aerated concrete;
-   foamed concrete;
-   concrete with density less than 800 kg/m3;
-   refractory concrete.
(8) This standard does not cover health and safety requirements for the protection of workers during production and delivery of concrete.

This European Standard provides the reaction to fire classification procedure for electric cables.
NOTE   For the purpose of this European Standard the term "electric cables" covers all power, control and communication cables, including optical fibre cables.

This European Standard provides the reaction to fire classification procedure for all construction products, including products incorporated within building elements.
Products are considered in relation to their end use application.
This document applies to three categories, which are treated separately in this European Standard:
-   construction products, excluding floorings and linear pipe thermal insulation products;
-   floorings;
-   linear pipe thermal insulation products.

This European Standard specifies criteria to categorize road traffic noise reducing devices according to basic mechanical performance under standard conditions of exposure, irrespective of the materials used. A range of conditions and optional requirements is provided in order to take into account the wide diversity of practice in Europe. Individual aspects of performance are covered separately in the annexes. Safety considerations in the event of damage to noise reducing devices are covered in EN 1794-2.
This European Standard covers the current behaviour of the product. In order to assess its long term performances, EN 14389-2 should be used.
NOTE   The test procedure described in Annex A doesn't consider the fatigue effect.

2018-06-27 FJD- Modification to Formula (4) in all three language versions.

This European Standard specifies the laboratory method for measuring the airborne sound insulation performance of road traffic noise reducing devices in reverberant conditions. It covers the assessment of the intrinsic performance of barriers that can reasonably be assembled inside the testing facility described in EN ISO 10140-2 and EN ISO 10140-4.
This method is not intended for the determination of the intrinsic characteristics of airborne sound insulation of noise reducing devices to be installed on roads in non-reverberant conditions.

This European Standard specifies the laboratory method for measuring the sound absorption performance of road traffic noise reducing devices in reverberant conditions. It covers the assessment of the intrinsic sound absorption performance of devices that can reasonably be assembled inside the testing facility described in EN ISO 354.
This method is not intended for the determination of the intrinsic characteristics of sound absorption of noise reducing devices to be installed on roads in non-reverberant conditions.
The test method in EN ISO 354 referred to in this European Standard excludes devices that act as weakly damped resonators. Some devices will depart significantly from these requirements and in these cases care is needed in interpreting the results.

This standard:
-   defines the various profiles needed to install, verify and maintain the various structures near the structure gauge;
-   lists the various phenomena to be taken into account to determine the structure gauge;
-   defines a methodology that may be used to calculate the various profiles from these phenomena;
-   lists the rules to determine the distance between the track centres;
-   lists the rules to be complied with when building the platforms;
-   lists the rules to determine the pantograph gauge;
-   lists the formulae needed to calculate the structure gauges in the catalogue.
The defined gauge includes the space to be gauged and maintained to allow the running of rolling stock, and the rules for calculation and verification intended for sizing the rolling stock to run on one or several infrastructures without interference risk.
This standard defines methodologies to demonstrate gauge compatibility between infrastructure and rolling stock.
This standard defines the responsibilities of the following parties:
a)   for the infrastructure:
1)   gauge clearance;
2)   maintenance;
3)   infrastructure monitoring.
b)   for the rolling stock:
1)   compliance of the operating rolling stock with the gauge concerned;
2)   maintenance of this compliance over time.
The gauges included in these standards have been developed as part of their application on European railways. Other networks such as regional, local, urban and suburban networks may apply the gauge regulations defined in this standard. They may be required to make use of specific methodologies, particularly where:
-   specific rolling stock is used (for example: underground trains, trams, etc. operating on two rails);
-   use occurs in other ranges of radii;
-   others, etc.
The catalogue included in this standard only includes a selection of gauges and is not exhaustive. Each network is free to define the gauges in accordance with their own needs.

This European Standard specifies the relevant characteristics of geotextiles and geotextile-related products used in the construction of tunnels and underground structures, and the appropriate test methods to determine these characteristics.
The intended use of these geotextiles or geotextile-related products is to protect geosynthetic barriers used in tunnels and underground structures.
This European Standard is not applicable to geosynthetic barriers, as defined in EN ISO 10318.
This European Standard provides for the assessment and verification of constancy of performance of the product to this European Standard and for factory production control procedures.
NOTE   Particular application cases may contain requirements regarding additional properties and – preferably standardised – test methods, if they are technically relevant.
This European Standard may be used to derive design values by taking into account factors within the context of the definitions given in EN 1997 1 (Eurocode 7), e.g. factors of safety. The design life of the product should be determined, since its function may be temporary, as a construction expediency, or permanent, for the lifetime of the structure.

This European Standard specifies the relevant characteristics of geotextiles and geotextile-related products used in the construction of railways, and the appropriate test methods to determine these characteristics.
The intended use of these geotextiles or geotextile-related products is to fulfil one or more of the following functions: filtration, separation, and reinforcement. The separation function will always occur in conjunction with filtration or reinforcement, and hence will not be specified alone. This European Standard applies in superstructure-ballast or substructure-blanket layer, within a sub-grade.
This European Standard is not applicable to geosynthetic barriers, as defined in EN ISO 10318.
This European Standard provides for the assessment and verification of constancy of performance of the product to this European Standard and for factory production control procedures.
NOTE   Particular application cases may contain requirements regarding additional properties and – preferably standardised – test methods, if they are technically relevant.
This European Standard may be used to derive design values by taking into account factors within the context of the definitions given in EN 1997 1 (Eurocode 7), e.g. factors of safety. The design life of the product should be determined, since its function may be temporary, as a construction expediency, or permanent, for the lifetime of the structure.

This European Standard specifies the procedure for classification of construction products and building elements using data from fire resistance and smoke leakage tests which are within the direct field of application of the relevant test method. Classification on the basis of extended application of test results is also included in the scope of this European Standard."
This European Standard deals with:
a)   loadbearing elements without a fire separating function:
walls;
floors;
roofs;
beams;
columns;
balconies;
walkways;
stairs.
b)   loadbearing elements with a fire separating function, with or without glazing, services and fixtures:
walls;
floors;
roofs;
raised floors.
c)   products and systems for protecting elements or parts of the works:
ceilings with no independent fire resistance;
fire protective coatings, claddings and screens;
d)   non-loadbearing elements or parts of works, with or without glazing, services and fixtures:
partitions;
facades (curtain walls) and external walls;
ceilings with independent fire resistance;
raised floors
fire doors and shutters and their closing devices;
smoke control doors;
conveyor systems and their closures;
penetration seals;
linear gap seals;
service ducts and shafts;
chimneys.
e)   wall and ceiling coverings with fire protection ability.
f)   lift landing doors which are tested according to EN 81-58 are excluded from this European Standard. Lift landing doors which are tested in accordance with EN 1634-1, are classified in accordance with 7.5.5.
Relevant test methods which have been prepared for these elements are listed in Clauses 2 and 7.

This European Standard specifies the procedure for classification of components of smoke control systems, using data from fire resistance tests which are within the field of application of the relevant test methods. Classification on the basis of extended application of test results is also included in the scope of this European Standard.
Products covered by this European Standard are:
-   smoke control ducts;
-   smoke control dampers;
-   smoke barriers;
-   powered smoke and heat exhaust ventilators (fans), including connectors;
-   natural smoke and heat exhaust ventilators.
Relevant documents which include the relevant test methods which have been prepared for these products are listed in Clause 2.

This European Standard provides the fire performance classification procedures for roofs/roof coverings exposed to external fire based on the four test methods given in CEN/TS 1187:2012 and the relevant extended application rules.
For the classification of a roof/roof covering, only those test methods and those application rules need to be applied for which the corresponding classification is envisaged.
Products are considered in relation to their end use application.
NOTE   The distinction between roofs with a steep slope and facades, in terms of the test and classification standard to be applied, may be subject to national regulations.
General information on the four test methods in CEN/TS 1187 is given in Annex A.

The present document describes a test method for measuring a quantity representative of the intrinsic characteristics of sound reflection from road noise reducing devices: the reflection index.
The test method is intended for the following applications:
- determination of the intrinsic characteristics of sound reflection of noise reducing devices to be installed along roads, to be measured either on typical installations alongside roads or on a relevant sample section;
- determination of the in situ intrinsic characteristics of sound reflection of noise reducing devices in actual use;
- comparison of design specifications with actual performance data after the completion of the construction work;
- verification of the long-term performance of noise reducing devices (with a repeated application of the method).
The test method is not intended for the following applications:
- determination of the intrinsic characteristics of sound reflection of noise reducing devices to be installed in reverberant conditions, e.g. inside tunnels or deep trenches.
Results are expressed as a function of frequency, in one-third octave bands between 100 Hz and 5 kHz. If it is not possible to get valid measurements results over the whole frequency range indicated, the results shall be given in a restricted frequency range and the reasons of the restriction(s) shall be clearly reported.

Ta slovenski nacionalni standard vsebuje pravila, ki se uporabljajo v povezavi s standardom
SIST EN 206:2013, Beton – Specifikacija, lastnosti, proizvodnja in skladnost, kjer ta to zahteva ali
dovoljuje. V njem se:
– uveljavljajo razlike v zaščitni ravni, izhajajoče iz podnebnih in geografskih razmer,
– navajajo predpisi, veljavni v Republiki Sloveniji, če SIST EN 206 predlaga uporabo predpisov,
veljavnih v kraju uporabe betona,
– določajo manjkajoči postopki preskušanja in merila skladnosti za nekatere lastnosti betona,
– dajejo navodila za izpolnitev nekaterih zahtev ali določil standarda SIST EN 206,
– ohranja veljava nekaterih tradicionalnih zahtev in določil za proizvodnjo betona.
Vsebina tega standarda je vezana na poglavja SIST EN 206:2013. Številčenje točk v tem standardu je
prevzeto iz SIST EN 206:2013, nato pa sledita navodilo o spremembi oziroma dopolnitvi v poševnem
tisku in besedilo, ki ga je treba na navedenem mestu dodati ali dopolniti.
Navodilo o
spremembi oziroma
dopolnitvi SIST EN
206:2013
Besedilo, ki ga je treba na navedenem mestu dodati ali dopolniti.
Ta slovenski nacionalni standard vključuje dopolnitve dodatkov od A do F iz standarda SIST EN
206:2013, ki so v tem standardu označeni s črkami od A do F, ter dodatke k temu nacionalnemu
standardu, ki so označeni kot dodatki od NA do NF.

(1) EN 1997-1 is intended to be used as a general basis for the geotechnical aspects of the design of buildings and civil engineering works.
(2) The following subjects are dealt with in EN 1997-1:
Section 1: General
Section 2: Basis of geotechnical design
Section 3: Geotechnical data
Section 4: Supervision of construction, monitoring and maintenance
Section 5: Fill, dewatering, ground improvement and reinforcement
Section 6: Spread foundations
Section 7: Pile foundations
Section 8: Anchorages
Section 9: Retaining structures
Section 10: Hydraulic failure
Section 11: Overall stability
Section 12: Embankments
(3) EN 1997-1 is accompanied by Annexes A to J, which provide:
- in A: recommended partial safety factor values; different values of the partial factors may be set by the National annex;
- in B to J: supplementary informative guidance such as internationally applied calculation methods.

This European Standard specifies the properties of aggregates obtained by processing natural or manufactured or recycled materials for hydraulically bound and unbound materials for civil engineering work and road construction.
It provides for the evaluation of conformity of the products to this European Standard.
NOTE 1      Aggregates used in construction should comply with all the requirements of this European Standard. As well as familiar and traditional natural and manufactured aggregates Mandate M/125 "Aggregates" included recycled aggregates and some materials from new or unfamiliar sources. Recycled aggregates are included in the standards and new test methods for them are at an advanced stage of preparation. For unfamiliar materials from secondary sources, however, the work on standardisation has only started recently and more time is needed to define clearly the origins and characteristics of these materials. In the meantime such unfamiliar materials when placed on the market as aggregates must comply fully with this standard and national regulations for dangerous substances (see Annex ZA of the standard) depending upon their intended use. Additional characteristics and requirements may be specified on a case by case basis depending upon experience of use of the product, and defined in specific contractual documents.
NOTE 2   Properties for lightweight aggregates are specified in EN 13055-2.

TC - Modifications to the English reference version of the mother standard regarding the Foreword, "Additional information specific to EN 1991-2", "National Annex for EN 1991-2", Clauses 2, 4 and 6 and Annexes A, B, D and E.

(1) This European Standard gives common requirements for execution of concrete structures, it applies to both in-situ works and construction using prefabricated concrete elements.
(2) This standard expects the execution specification to state all the specific requirements relevant to the particular structure.
(3) This standard is applicable to permanent as well as temporary concrete structures.
(4) Additional or different requirements should be considered and, if required, given in the execution specification when using:
a) lightweight aggregate concrete;
b) other materials (e.g. fibres) or constituent materials;
c) special technologies/innovative designs.
(5) This standard does not apply to concrete members used only as equipment or construction aids for the execution.
(6) This standard does not cover the specification, production and conformity of concrete.
(7) This standard is not applicable to the production of precast concrete elements made in accordance with product standards.
(8) This standard does not cover safety and health aspects of execution, or third party safety requirements.
(9) This standard does not cover contractual issues or responsibilities for the identified actions.

This European Standard specifies the procedure for classification of the resistance to fire performance of construction products and building elements used as components of building service installations, using data from fire resistance tests which are within the direct field of application of the relevant test method. Classification on the basis of extended application of test results is also included in the scope of this European Standard.
Products/elements for use in ventilation systems include (excluding smoke and heat exhaust ventilation):
-   fire resisting ducts;
-   fire dampers.
Relevant test methods which have been prepared for these products/elements are listed in Clause 2.

(1) EN 1997-1 is intended to be used as a general basis for the geotechnical aspects of the design of buildings and civil engineering works.
(2) The following subjects are dealt with in EN 1997-1:
Section 1: General
Section 2: Basis of geotechnical design
Section 3: Geotechnical data
Section 4: Supervision of construction, monitoring and maintenance
Section 5: Fill, dewatering, ground improvement and reinforcement
Section 6: Spread foundations
Section 7: Pile foundations
Section 8: Anchorages
Section 9: Retaining structures
Section 10: Hydraulic failure
Section 11: Overall stability
Section 12: Embankments
(3) EN 1997-1 is accompanied by Annexes A to J, which provide:
- in A: recommended partial safety factor values; different values of the partial factors may be set by the National annex;
- in B to J: supplementary informative guidance such as internationally applied calculation methods.

(1) EN 1997-1 is intended to be used as a general basis for the geotechnical aspects of the design of buildings and civil engineering works.
(2) The following subjects are dealt with in EN 1997-1:
Section 1: General
Section 2: Basis of geotechnical design
Section 3: Geotechnical data
Section 4: Supervision of construction, monitoring and maintenance
Section 5: Fill, dewatering, ground improvement and reinforcement
Section 6: Spread foundations
Section 7: Pile foundations
Section 8: Anchorages
Section 9: Retaining structures
Section 10: Hydraulic failure
Section 11: Overall stability
Section 12: Embankments
(3) EN 1997-1 is accompanied by Annexes A to J, which provide:
- in A: recommended partial safety factor values; different values of the partial factors may be set by the National annex;
- in B to J: supplementary informative guidance such as internationally applied calculation methods.

Assessment of imposed loads associated with road traffic, pedestrian actions and rail traffic including dynamic effects, centrifugal, braking, acceleration and accidental forces, to be used for the structural design of road, railway and pedestrian/cycle bridges. Guidance on combinations with non-traffic loads and other actions on road and railway bridges, and loads on parapets.