iter building technical specification technical ... · io structural design code for buildings ......

Printed copies are not controlled. Confirm version status through the F4E document management system (idm@F4E)Generated on 16 May 2014

idm@F4E UID / VERSION

25TS67 / 2.3

VERSION CREATED ON / STATUS

05 May 2014 / ApprovedEXTERNAL REFERENCE

Technical Specification

Technical Specification for the Independent Concrete Test for ITER Building

Annex B Technical Specification for the Independent Concrete Test for ITER Building

Approval Process Name Action Affiliation

Author Tardif T. 05 May 2014:signed F4E-A10Co-AuthorsReviewers van de Ven N. 15 May 2014:recommended F4E-ADM02Approver Schmieder L. 16 May 2014:approved F4E-A10

RO: van de Ven Niels (F4E)Read Access RO, project administrator, LG: Buildings Support Team, LG: IAS, AD: IDM_F4E, AD: IDM DI-LG-LS-00 Legal Support, AD: IDM AD-CP-

PP-00 Project Procurement

Printed copies are not controlled. Confirm version status through the F4E document management system (idm@F4E)Generated on 16 May 2014

Change LogTitle (Uid) Version Latest Status Issue Date Description of Change

Technical Specification for the Independent Concrete Test for ITER Building (25TS67_v2_3)

v2.3 Approved 05 May 2014

Updated version to take into account comments and improvements of wording following PPO modification.None of the technical requrements are impacted.


v2.2 Approved 25 November 2013

Following PPO comment clarification given in each section title of technical requirements (3.1.1 to 3.1.6) and in section 3.1.7.


v2.1 Revision Required

06 November 2013

Version updated following recommendation of Gonçalo Serra: breakdown of requirements in each section in order to facilitate the follow-up,applicable document updated with section 4 input.


v2.0 Approved 19 August 2013

Comments from reviewers taken into account (note that the one from SAO regarding action to be done when result is not compliant has not been integrated_ internal action of F4E following result report of the laboratory).

Option added for concrete test, cracks monitoring and verification of rebar placement by radar (see 3.1.4).


v1.0 Signed 10 July 2013

F4E_D_25TS67 v2.3

F4E_D_25TS67 v.2.3 F4E-OPE-439 - ANNEX B – TECHNICAL SPECIFICATION Page 1/21

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ANNEX B – Technical Specification

TECHNICAL SPECIFICATION

FOR THE

INDEPENDENT CONCRETE TESTING FOR ITER BUILDINGS

idm@F4E Reference: F4E_D_25TS67 v.2.3 Call No F4E-OPE-439

Abstract

This Technical Specification concerns the supply of independent concrete testing and additional services from the mix concrete trials performed by the “construction Contractor” under supervision of the Engineer through the Construction phase until final completion of concrete phase for reinforced concrete buildings important for safety.

Template: F4E_D_22EVAD v1.14

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Table of Contents

1. INTRODUCTION .................................................................................................................................. 5

1.1. INTRODUCTION TO ITER & FUSION FOR ENERGY .......................................................................................... 5 1.2. SUBJECT OF THIS TECHNICAL SPECIFICATION ................................................................................................. 5

2. SCOPE OF THE WORK .......................................................................................................................... 6

2.1. SCOPE OF SERVICES .................................................................................................................................. 6 2.1.1. General ......................................................................................................................................... 6

2.1.2. Scope of the Works ...................................................................................................................... 7

2.1.3. List of Buildings and areas ........................................................................................................... 7

2.1.4. Services ........................................................................................................................................ 8

2.1.5. Miscellaneous .............................................................................................................................. 8

2.2. ITEMS SUPPLIED BY F4E ............................................................................................................................ 9 2.3. BOUNDARIES .......................................................................................................................................... 9 2.4. WBS ................................................................................................................................................... 10

3. TECHNICAL REQUIREMENTS .............................................................................................................. 11

3.1. ACTIVITIES ............................................................................................................................................ 11 3.1.1. Follow-up of Mix concrete Trials _ OPTION ............................................................................... 11

3.1.2. Assessment of concrete procedure _ OPTION............................................................................ 11

3.1.3. Test on concrete _ BASELINE ..................................................................................................... 11

3.1.4. Test on heavy concrete _ OPTION .............................................................................................. 14

3.1.5. Additional test on concrete samples _ OPTION ......................................................................... 14

3.1.6. Audit of batching plan _ OPTION ............................................................................................... 15

3.1.7. Product assurance requirements ............................................................................................... 15

4. APPLICABLE CODES AND STANDARDS ............................................................................................... 16

5. DELIVERABLES AND SCHEDULING ...................................................................................................... 16

6. QUALITY ASSURANCE PROVISIONS ................................................................................................... 16

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Terms and Definitions

Acronym Term Definition

ADP Acceptance Data Package

Is the documentation package linked with a deliverable to be submitted by the supplier

CMx Compliance Matrix

Matrix showing the propagation of the requirements to the level below

F4E Fusion for Energy

The European Joint Undertaking for ITER and the Development of Fusion Energy

IO ITER IO ITER International Organisation, sometimes referred to as ITER or IO

KOM KOM Kick-Off Meeting of the Contract

QAO Quality Officer F4E’s responsible officer for QA for the Contract

RMV Requirements Management & Verification

Process to control and verify the requirements

SoCMx Statement of Compliance matrix

Matrix where the tenderer/bidder commits its compliance in front of each requirement

TRO Technical Responsible Officer

F4E’s responsible officer for communicating all technical contractual actions and decisions to the Supplier

VI Verification Item

Verification effort produced in order to verify one or several requirements. (Can be a test, an analysis, an engineering document or an inspection)

--- Subcontractor

All economic operators who supply items to the Supplier under the Contract

---

Supplier

The supplier is either:

1. the Contractor as defined in the supply or service Contract, or

2. the Beneficiary as defined in the Grant Agreement.

The successful Bidder is referred in the document as the “Supplier”.

The supply-chain follows the scheme below

Supplier -> Organization (F4E) -> Customer (e.g. IO )

Construction Contractor

The Contractor who is responsible for the Construction of the buildings referred to in this contract

PIC Protection Important Component

Component identified as important in order to ensure a nuclear safety or environmental function.

Construction Site

Refers to the Construction Site of the buildings in Cadarache

Batching Plant

Plant to mix and prepare concrete batches for pouring by the Construction Contractor

Legal Inspection

Means the assessment of compliance with French Building Laws and ITER requirements

Table 1: Terms and Definitions

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Applicable Documents

<# AD-0001

IO Structural Design Code for Buildings

ITER_D_283B24 - ITER Structural Design Code for Buildings (I-SDCB) - Part1: Design Criteria Part I – Design Criteria

ITER_D_2E2U9X - ITER Structural Design Code for Buildings (II-SDCB) - Part 2: Construction Part II – Technical Specifications

#>

<# AD-0002

ITER_D_2E4KSJ - Safety Requirements for ITER Facility BuildingsSafety requirements for SIC buildings

#>

<# AD-0003

F4E CMx - template (25K2BN) #>

<# AD-0004

F4E VCD - template (25K74A) , #>

<# AD-0005

F4E RMV template - Bidder SoCMx (25FD7V) #>

<# AD-0006

On site requirements:

APA_65_GC_0H0003_HS_

Health and Safety General Coordination Plan

(PGCSPS) - Vol 1 - General disposition for F4E

Activity

APA_65_GC_0H0002_HS_ Rules of cooperation between HSPC and Contractors

APA_65_FT_0H0001_HS_ Particular Safety Plan (PPSPS) template

APA_65_GC_0H0004_HS_ Intercompagny Health and Safety Committee

regulation for F4E activity -

ITER_D_43QPRE Alerts and Accidents on the ITER worksite -Emergency

Organization

ENG_66_PZ_0C0020_CO_ Site Organization Rules

ENG_66_PZ_0C0013_CO_ Personnel, vehicle and equipment flow management

rules

ENG_66_PZ_0C0008_CO_ Environmental Protection Requirements – ITER

Worksite

#>

https://user.iter.org/?uid=283B24

https://user.iter.org/?uid=2E2U9X

https://user.iter.org/?uid=2E4KSJ

https://idm.f4e.europa.eu/?uid=25K2BN&action=get_document

https://idm.f4e.europa.eu/?uid=24WVZQ


https://idm.f4e.europa.eu/?uid=25K74A&action=get_document



https://idm.f4e.europa.eu/?uid=25FD7V

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1. INTRODUCTION

1.1. Introduction to ITER & Fusion for Energy

The ITER project aims to build a fusion device twice the size of the largest current devices,

with the goal of demonstrating the scientific and technical feasibility of fusion power. It is a

joint project between the European Union, China, India, Japan, South Korea, the Russian

Federation and the USA. ITER is being constructed in Europe, at Cadarache in the south of

France.

Most of the components that make up the ITER device are to be manufactured by each of

the participating countries and contributed in kind through so-called Domestic Agencies

including Fusion for Energy. In many cases the engineering and technologies required to

manufacture these components are very advanced.

The European Joint Undertaking for ITER and the Development of Fusion Energy or 'Fusion

for Energy' is a type of European organisation known as a Joint Undertaking created under

the Euratom Treaty by a decision of the Council of the European Union.

'Fusion for Energy' has three main objectives:

Providing European contributions to the ITER international fusion energy research project being built in Cadarache, France;

Providing European contributions to a number of joint projects with Japan that aim to accelerate the development of fusion - the "Broader Approach";

Coordinating a programme of activities to prepare for the first demonstration fusion reactors that can generate electricity (DEMO).

1.2. Subject of this Technical Specification

This Technical Specification sets out the scope of the Services to be provided by the

Supplier, the technical requirements and the expected deliverables of the Contract.

This Technical Specification establishes the role of an independent concrete laboratory in the

context of ITER project during construction of reinforced concrete buildings that perform a

nuclear safety function by:

Participating in confinement function

Housing, supporting or protecting PIC components and or system

Providing shielding

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2. SCOPE OF THE WORK

2.1. Scope of services

2.1.1. General

The Contractor shall be involved in the project from the mix concrete trials performed by the

Construction Contractor under supervision of the Engineer through the time of the

construction of the buildings until final completion of concrete phase for reinforced concrete

buildings important for safety.

This Technical Specification defines

(i) the Services to be performed by the Supplier during the mix concrete trials phase and

the Construction Phase, up to the final completion of concrete phase for reinforced

concrete buildings important for safety, the services are considered as a Safety

Important Activity (surveillance),

(ii) the authority entrusted to the Supplier by F4E with respect to all parties participating

in the Project, and

(iii) the means to be made available to the Supplier for the performance of the Services.

The Technical Specification includes:

project interfaces for concrete phase and stakeholders

list of reinforced concrete buildings important for safety

concrete criteria for reinforced concrete buildings important for safety

provisional construction schedule

The following activity is excluded from the scope of the contract:

control of aggregates at their production point

Responsibilities for the different concrete phase are as follow:

Concrete phase Responsible Supervision

Final concrete design requirements

Engineer F4E + Legal Inspection

Concrete formula Construction Contractors Engineer + Legal Inspection

Batching plant Construction Contractors Engineer

Concrete production Construction Contractors Engineer + Legal Inspection

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2.1.2. Scope of the Works

2.1.3. List of Buildings and areas

No. Building/ Area Within the

scope Construction Contractors

11 Tokamak Building X TB03

12 Tokamak Complex Excavation Support Structure

13 Assembly Building

14 Tritium Building X TB03

15 RF Heating Building

16 HVAC Building (for Tokamak Complex)

17 Cleaning Facility Building

19 Seismic Isolation Basemat

21 Hot Cell Building X TB09

23 Rad Waste Building X TB09

24 Personnel Access Control Building X TB09

31 SF6 Equipment Area

32 Magnet Power Conversion Building 1

33 Magnet Power Conversion Building 2

34 NB Power supply Building

35 Pulsed Power High Voltage Substation Area

36 Main Alternating Current Distribution Building

37 NB High Voltage Power Supply Building

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38 Reactive Power Control Building

39 Reactive Power Compensator Area

41 Steady State Power High Voltage Substation

42 Fuel Storage Tanks (EPS train A)

43 Fuel Storage Tanks (EPS train B)

44 Emergency Power Supply Building (train A)

45 Emergency Power Supply Building (train B)

46 Medium Voltage Distribution Building LC/ 1A

47 Medium Voltage Distribution Building LC/ 2B

48 R.T.E Switchyard Area

49 R.T.E Control Building

51 Cryoplant Compressor Building

52 Cryoplant Coldbox Building

53 Cryoplant Infrastructure

55 PF Coil Fabrication Building

61 Site Services Building

62 Fuel Tanks

67 Cold Basin & Cooling Towers

68 Cooling Water Pumping Station

69 Heat Exchangers

71 Control Building X TB03

72 Office Building

73 Assembly Area

74 Diagnostics Building X TB03

75 FD and Switching Network Resistor Building (PIC PART of the building) X

TB03

Buildings within the scope are buildings in reinforced concrete important for safety.

2.1.4. Services

The following services shall be included in the supply:

Follow-up of mix concrete trials

Assessment of concrete procedures and reporting

Test on concrete and heavy concrete (including additional test on request)

Supervision and reporting of all the test to be performed

Audit of batching plant and reporting

2.1.5. Miscellaneous

The Supplier shall provide all tools required for the performance of the Services (including but not

limited to: monitoring equipment, manufacture of test pieces, storage conditions of samples,

machine laboratory…).

The Supplier shall provide all vehicles and communication equipment required for the performance

of the Services.

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The Supplier shall provide its personnel with all safety and protective equipment required for the performance of the Services. Such safety and protective equipment shall include, but is not limited to:

Safety shoes and boots;

Safety helmets;

Noise protection equipment;

Protective goggles;

Appropriate clothes, parkas, etc.;

The Supplier shall make available:

All human resources required for the performance of the Services; and

All secretarial and support staff required to carry out document management.

2.2. Items supplied by F4E

F4E shall provide the following to the Supplier

Copies of the applicable documents mentioned in the Technical Specifications;

A list of names, functions and contact details of person involved in the construction activities linked to services , and

Construction schedules for the Works and any update when approved;

Production schedule for the Batching Plant and any update when approved;

The Supplier shall be automatically invited to all meetings organized by F4E without the need for a formal invitation and shall receive copies of all meeting reports.

2.3. Boundaries

Construction Contractors are responsible to provide concrete for construction of buildings of the ITER project under the Engineer’s Supervision.

To perform this task the Construction Contractors will supply concrete mainly from the onsite batching plant and also from offsite batching plants close to the worksite.

Onsite Batching plant implemented by the Construction Contractors is under operational responsibility of these Construction Contractors but F4E is the operator in accordance with French regulation (Batching plant is an ICPE- “Installation Classée pour la Protection de l’Environnement”).

Construction Contractors shall ensure their own concrete test according to F4E requirements by implementing their own concrete laboratory.

The Supplier shall perform its services taking into account:

production concrete rules of batching plant defined by Construction Contractor

environmental and safety rules defined by F4E and Construction Contractor

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2.4. WBS

The following table defines the base Work Breakdown Structure (WBS) of the works

WBS Activity

EU.01.62.02w.57.18

Independent Concrete Testing:

Quality Plan

Follow up of mix concrete trials

Assessment of concrete procedures

Test on concrete

Test on heavy concrete

Audit of batching plant

Table 3: WBS

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3. TECHNICAL REQUIREMENTS

3.1. Activities

3.1.1. Follow-up of Mix concrete Trials _ OPTION

<# REQ-0001

The Supplier shall follow the concrete trials of concrete formula (3 formula) defined by the Construction Contractors in charge of the construction of buildings in reinforced concrete important for safety in ITER Worksite.

In this respect the Supplier shall in compliance with the norms (as mentioned in 4.1): - Perform test on aggregates and components used in concrete - Perform Fresh concrete slump tests - Perform Fresh concrete density tests

- Perform Hard concrete density tests - Manufacture test pieces for compression tests at 7, 28 and 90 days - Perform Compression tests at 7,28 and and on request after 90 days - Handle, transport and store in compliance with the norms the test pieces for compression

tests; - Perform tests with calibrated devices/machines when required; - Assess mix concrete process (e.g. water/cement) - Submit a test report to F4E

#>

3.1.2. Assessment of concrete procedure _ OPTION

<# REQ-0002

The Supplier shall assess the concrete working procedures of the Construction Contractors in charge of the construction of buildings in reinforced concrete important for safety in ITER Worksite (Cadarache).

- Procedures for extreme weather conditions - Procedures for concrete production - Submit a assessment report to F4E (5 copies) and copy in electronic format.

#>

3.1.3. Test on concrete _ BASELINE

<# REQ-0003

The Supplier shall perform concrete testing on fresh concrete poured by the Construction Contractors in charge of the construction of buildings in reinforced concrete important for safety on the ITER Worksite.

These checks are independent from the ones performed by the Construction Contractors according to norm NF EN 206 and F4E's requirements for Constructions Contractors tests.

In this respect the Supplier shall in compliance with the norms (as mentioned in 4.1): - Perform control of aggregates and components used for concrete - Perform independent concrete testing every 1000 m³ of poured concrete including

Supplier Fresh concrete slump test

Fresh concrete density

Hard concrete density

Manufacture of test pieces for compression tests at 7, 28 and 90 days

Compression tests at 7, 28 (100%) and on request after 90 days (50%) #>

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<# REQ-0004

In this respect the Supplier shall - Handle, transport and store in compliance with the norm the test pieces for compression

test; - Perform the test with calibrated devices/machines when required; - Submit a test report (five copies) on the result of the tests, summarizing the observations

made and setting out those aspects of the Works which, to the best of their knowledge, remain non-compliant. This report shall be submitted to F4E on a quarterly basis.

Samples at 90 days not tested by the Supplier shall be returned to the F4E worksite. The Supplier shall ensure sustainable identification of these samples.

#>

<# REQ-0005

These concrete tests shall be performed for buildings in reinforced concrete important for safety in ITER Worksite according to the following volume of concrete:

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Buildings in reinforced concrete important for safety in ITER Worksite

VOLUME OF STRUCTURAL CONCRETE ONLY ( EXCLUDES BLINDING & EXCLUDES CONCRETE IN JOINT TREATMENT)

BUILDING

Construction Contractors M3

11/14/74 TB03 91,000

71 TB03 7,000

75 TB03

21 TB09 45,000

23 TB09 6,500

24 TB09 1,000

TOTAL

150,500

#>

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3.1.4. Test on heavy concrete _ OPTION

<# REQ-0006

The Supplier shall perform concrete testing on fresh concrete poured by the Construction Contractors in charge of the construction of buildings in reinforced concrete important for safety on the ITER Worksite.

These checks are independent from the ones performed by the Construction Contractors according to norm NF EN 206 and F4E's requirements for Constructions Contractors tests.

In this respect the Supplier shall in compliance with norm (as mentioned in 4.1): - Perform control of aggregates and components used for heavy concrete - Perform independent concrete testing every 300 m³ of poured heavy concrete including:

Supplier Fresh concrete slump test

Fresh concrete density

Hard concrete density

Manufacture of test pieces for compression tests at 7, 28 and 90 days

Compression tests at 7, 28 (100%) and on request after 90 days (50%) #>

<# REQ-0007

In this respect the Supplier shall - Handle, transport and store in compliance with the norm the test pieces for compression

test; - Perform test with calibrated devices/machines; - Submit a test report (five copies) on the result of the tests, summarizing the observations

made and setting out those aspects of the Works which, to the best of their knowledge, remain non-compliant. This report shall be submitted to F4E on a quarterly basis.

#>

<# REQ-0008

Samples at 90 days not tested by the Supplier shall be returned to F4E worksite. The Supplier shall ensure sustainable identification of these samples.

#>

<# REQ-0009

These concrete tests shall be performed for buildings in reinforced concrete important for safety on the ITER Worksite following previous table (concrete volume) taking into account an average volume of 5% of the total quantity of concrete.

#>

3.1.5. Additional test on concrete samples _ OPTION

<# REQ-0010

The Supplier shall perform additional tests on concrete poured by the Construction Contractors in charge of the construction of buildings in reinforced concrete important for safety on the ITER Worksite.

These tests are independent from the ones performed by the Construction Contractors. The Supplier shall in compliance with the norms (as mentioned in 4.1):

Perform tests on concrete (max quantity: 30 per tests):

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- Durability _ exposure class

- Durability _ water porosity

- Durability _ gas permeability

- Durability _ alkali-Reaction

- Durability _ cement’s heat of hydratation

- Durability _ % chloride contributed by all components of the concrete

- Durability _ ∆ Temperature (between core and surface of massive plots pours)

- Durability _ concrete Maximum temperature

Perform onsite tests for the detection of transvers cracks and size monitoring (max quantity: 150 tests)

Perform onsite test for radiographic rebars detection, depth localisation and size inside normal or heavy concrete structure (max quantity 50 tests for area of 2 m²)

#>

<# REQ-0011

The Supplier shall - Handle, transport and store the test pieces in compliance with the norm for test laboratory; - Perform test with calibrated devices/machines when required;

- Submit a test report (five copies) on the result of the tests, summarizing the observations made and setting out those aspects of the Works which, to the best of their knowledge, remain non-compliant. This report shall be submitted to F4E one week after the tests results have been obtained.

#>

3.1.6. Audit of batching plan _ OPTION

<# REQ-0012

The Supplier shall perform an audit of the batching plant onsite based on:

- The Certification standard - The Batching plant quality plan - The Batching plant procedures

The Supplier shall:

- Prepare audit - Notify audit to the Construction Contractors - Carry out the audit - Draft the audit report and ensure a follow-up of actions if required - Close actions in audit report as they are performed by the Construction Contractors - The audit report (5 copies) shall be submitted to F4E.

#>

3.1.7. Product assurance requirements

<# REQ-0013

- The Supplier shall demonstrate that activities are performed by a certified laboratory for standard test foreseen in the baseline (3.1.3) and in the options (3.1.1, 3.1.4, 3.1.5).

#>

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4. APPLICABLE CODES AND STANDARDS

The tests shall be performed according to the norm attached in annex 1.

5. DELIVERABLES AND SCHEDULING

The following Milestones/Deliverables shall be included in the Testing Plan.

List of Deliverables

No. Name / Nature Description Type* Delivery date (month)

2 Mix concrete trials report Contract

TBD according to schedule of TB03 and TB09

3 Assessment report of concrete production procedure

Technical

4 Quarterly report for concrete test Contract

5 Quarterly report for heavy concrete test Contract

6 Audit report Contract

7 Final report Contract

6. QUALITY ASSURANCE PROVISIONS

The Quality Assurance provisions are regulated by the “Management Specification” (see Annex A

of the Contract) which is part of the Supplier’s proposal.

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Annex 1: Norm for concrete

Référence officielle Indice de classement Titre de la norme

"Porosité" - source AFNOR

NF P 18-459 P18-459 Béton - Essai sur béton durci - Essai de porosité et de masse volumique

FD P 18-663 P18-663 Granulats - Modalités d'application des normes NF EN d'essai sur les granulats

Liste issue des pages 14 à 17 de: NF EN 206-1 (2005)

NF EN 206-1 P18-325-1 Béton - Partie 1 : spécification, performances, production et conformité (2ème tirage - 01/06-2006)

NF EN 206-1/A1 P18-325-1/A1 Béton - Partie 1 : spécification, performances, production et conformité

NF EN 206-1/A2 P18-325-1/A2 Béton - Partie 1 : spécification, performances, production et conformité

NF EN 196-2 P15-471-2 Méthodes d'essais des ciments - Partie 2 : analyse chimique des ciments

NF EN 450-2 P18-050-2 Cendres volantes pour béton - Partie 2 : évaluation de la conformité

NF EN 450-1+A1 P18-050-1 Cendres volantes pour béton - Partie 1 : définition, spécifications et critères de conformité

NF EN 450-1/IN1 P18-050-1/IN1 Cendres volantes pour béton - Partie 1 : définition, spécifications et critères de conformité

NF EN 1097-3 P18-650-3 Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 3 : méthode pour la détermination de la masse volumique en vrac et de la porosité intergranulaire

NF EN 45501 E12-000 Aspects métrologiques des instruments de pesage à fonctionnement non automatique

NF EN 197-1 P15-101-1 Ciment - Partie 1 : composition, spécifications et critères de conformité des ciments courants

NF EN 933-1 P18-622-1 Essais pour déterminer les caractéristiques géométriques des granulats - Partie 1 : détermination de la granularité - Analyse granulométrique par tamisage

NF EN 934-2 P18-341-2 Adjuvants pour béton, mortier et coulis - Partie 2 : adjuvants pour bétons - Définitions, exigences, conformité, marquage et étiquetage

NF EN 934-2/A1 P18-341-2/A1 Adjuvants pour béton, mortier et coulis - Partie 2 : adjuvants pour béton - Définitions, exigences, conformité, marquage et étiquetage

NF EN 1008 P18-211 Eau de gâchage pour bétons - Spécifications d'échantillonnage, d'essais et d'évaluation de l'aptitude à l'emploi, y compris les eaux des processus de l'industrie du béton, telle que l'eau de gâchage pour béton

NF EN 1097-6 P18-650-6 Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 6 : détermination de la masse volumique réelle et du coefficient d'absorption d'eau

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NF EN 1097-6/A1 P18-650-6/A1 Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 6 : détermination de la masse volumique réelle et du coefficient d'absorption d'eau

NF EN 12350-1 P18-431-1 Essais pour béton frais - Partie 1 : prélèvement

NF EN 12350-2 P18-431-2 Essais pour béton frais - Partie 2 : essai d'affaissement

NF EN 12350-3 P18-431-3 Essais pour béton frais - Partie 3 : essai Vébé

NF EN 12350-4 P18-431-4 Essais pour béton frais - Partie 4 : indice de serrage

NF EN 12350-5 P18-431-5 Essais pour béton frais - Partie 5 : essai d'étalement à la table à choc

NF EN 12350-6 P18-431-6 Essais pour béton frais - Partie 6 : masse volumique

NF EN 12350-7 P18-431-7 Essais pour béton frais - Partie 7 : teneur en air - Méthode de la compressibilité

NF EN 12390-1 P18-430 Essai pour béton durci - Partie 1 : forme, dimensions et autres exigences relatives aux éprouvettes et aux moules

NF EN 12390-2 P18-430-2 Essais pour béton durci - Partie 2 : confection et conservation des éprouvettes pour essais de résistance

NF EN 12390-3 P18-430-3 Essais pour béton durci - Partie 3 : résistance à la compression des éprouvettes

NF EN 12390-6 P18-430-6 Essais pour béton durci - Partie 6 : détermination de la résistance en traction par fendage d'éprouvettes

NF EN 12390-7 P18-430-7 Essais pour béton durci - Partie 7 : masse volumique du béton durci

NF EN 12620+A1 P18-601 Granulats pour béton

NF EN 12620/IN1 P18-601/IN1 Granulats pour béton

NF EN 12878 T31-209 Pigments de coloration des matériaux de construction à base de ciment et/ou de chaux - Spécifications et méthodes d'essai

EN 13055-1 P18-603-1 Granulats légers - Partie 1 : granulats légers pour bétons et mortiers

NF EN 13263-1+A1 P18-502-1 Fumée de silice pour béton - Partie 1 : définitions, exigences et critères de conformité

NF EN 13263-1/IN1 P18-502-1/IN1 Fumée de silice pour béton - Partie 1 : définitions, exigences et critères de conformité

NF EN 13263-2+A1 P18-502-2 Fumée de silice pour béton - Partie 2 : évaluation de la conformité

NF EN 13263-2/IN1 P18-502-2/IN1 Fumée de silice pour béton - Partie 2 : évaluation de la conformité

NF EN 13577 P18-449 Attaque chimique du béton - Détermination de la teneur en dioxyde de carbone agressif de l'eau

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NF ISO 2859-1 X06-022-1 Règles d'échantillonnage pour les contrôles par attributs - Partie 1 : procédures d'échantillonnage pour les contrôles lot par lot, indexés d'après le niveau de qualité acceptable (NQA) (2ème tirage - 2001-06-01)

NF ISO 2859-1/A1 X06-022-1/A1 Règles d'échantillonnage pour les contrôles par attributs - Partie 1 : procédures d'échantillonnage pour les contrôles lot par lot, indexés d'après le niveau de qualité acceptable (NQA)

PR NF ISO 3951-2 X06-013-2PR Règles d'échantillonnage pour les contrôles par mesures - Partie 2 : spécification générale pour les plans d'échantillonnage simples indexés par une limite de qualité acceptable (LQA) pour le contrôle lot par lot de caractéristiques-qualité indépendantes

ISO 4316:1977 Pas Agents de surface. Détermination du pH des solutions aqueuses. Méthode potentiométrique

ISO 7150-1:1984 Pas Qualité de l'eau. Dosage de l'ammonium. Partie 1 : méthode spectrométrique manuelle.

NF EN ISO 7980 T90-005 Qualité de l'eau - Dosage du calcium et du magnésium - Méthode par spectrométrie d'absorption atomique

FD P18-011 P18-011 Béton - Définifion et classification des environnements chimiquement agressifs - Recommandations pour la formulation des bétons (2ème tirage - 2010-03-01)

NF P18-201 P18-201 DTU 21 - Travaux de bâtiment - Exécution des ouvrages en béton - Cahier des clauses techniques

FD P18-326 P18-326 Béton - Zones de gel en France

XP P18-420 P18-420 Béton - Essai d'écaillage des surfaces de béton durci exposées au gel en présence d'une solution saline

NF P18-454 P18-454 Béton - Réactivité d'une formule de béton vis-à-vis de l'alcali-réaction - Essai de performance

NF P18-508 P18-508 Additions pour béton hydraulique - Additions calcaires - Spécifications et critères de conformité (2ème tirage - 2012-02-01)

NF P18-509 P18-509 Additions pour béton hydraulique - Additions siliceuses - Spécifications et critères de conformité

NF P95-102 P95-102 Ouvrages d'art - Réparation et renforcement des ouvrages en béton et en maçonnerie - Béton projeté - Spécifications relatives à la technique et aux matériaux utilisés

NF P98-170 P98-170 Chaussées en béton de ciment - Exécution et contrôle

NF EN 13369 P19-800 Règles communes pour les produits préfabriqués en béton (2ème tirage - 2007-01-01)

NF EN 13369 COMPIL P19-800COMPIL Règles communes pour les produits préfabriqués en béton - Texte compilé de la norme NF EN 13369 de décembre 2004 et de son amendement 1 de juillet 2006 (2ème tirage - 2007-03-01)

NF EN 13369/A1 P19-800/A1 Règles communes pour les produits préfabriqués en béton

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NF EN 13877-1 P98-870-1 Chaussées en béton - Partie 1 : matériaux (2ème tirage - 2006-04-01)

NF EN 14487-1 P18-510-1 Béton projeté - Partie 1 : définitions, spécifications et conformité

NF EN 14487-2 P18-510-2 Béton projeté - Partie 2 : exécution

NF P15-314 P15-314 Liants hydrauliques - Ciment prompt naturel

NF P15-317 P15-317 Liants hydrauliques - Ciments pour travaux à la mer

NF P15-318 P15-318 Liants hydrauliques - Ciments à teneur en sulfures limitée pour béton précontraint

NF P15-319 P15-319 Liants hydrauliques - Ciments pour travaux en eaux à haute teneur en sulfates

NF P18-545 P18-545 Granulats - Éléments de définition, conformité et codification

NF P18-424 P18-424 Bétons - Essai de gel sur béton durci - Gel dans l'eau - Dégel dans l'eau

NF P18-425 P18-425 Bétons - Essai de gel sur béton durci - Gel dans l'air - Dégel dans l'eau

NF EN 13263-1+A1 P18-502-1 Fumée de silice pour béton - Partie 1 : définitions, exigences et critères de conformité

NF EN 13263-1/IN1 P18-502-1/IN1 Fumée de silice pour béton - Partie 1 : définitions, exigences et critères de conformité

NF EN 13263-2+A1 P18-502-2 Fumée de silice pour béton - Partie 2 : évaluation de la conformité

NF EN 13263-2/IN1 P18-502-2/IN1 Fumée de silice pour béton - Partie 2 : évaluation de la conformité

FD P18-542 P18-542 Granulats - Critères de qualification des granulats naturels pour béton hydraulique vis-à-vis de l'alcali-réaction

XP P18-594 P18-594 Granulats - Méthodes d'essai de réactivité aux alcalis

Liste issue des parges 49 à 89 de : ITER-code partie 2 IDM-2E2U9X.v1.1

NF EN 196-2 P15-471-2 Méthodes d'essais des ciments - Partie 2 : analyse chimique des ciments

NF EN 933-2 P18-622-2 Essais pour déterminer les caractéristiques géométriques des granulats - Partie 2 : détermination de la granularité - Tamis de contrôle, dimensions nominales des ouvertures.

NF EN 933-3 P18-622-3 Essais pour déterminer les caractéristiques géométriques des granulats - Partie 3 : détermination de la forme des granulats - Coefficient d'aplatissement

NF EN 933-4 P18-622-4 Essais pour déterminer les caractéristiques géométriques des granulats - Partie 4 : détermination de la forme des granulats - Indice de forme

NF EN 933-5 P18-622-5 Essais pour déterminer les caractéristiques géométriques des granulats - Partie 5 : détermination du pourcentage de surfaces cassées dans les gravillons

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NF EN 933-5/A1 P18-622-5/A1 Essais pour déterminer les caractéristiques géométriques des granulats - Partie 5 : détermination du pourcentage de surfaces cassées dans les gravillons

NF EN 933-6 P18-622-6 Essais pour déterminer les caractéristiques géométriques des granulats - Partie 6 : évaluation des caractéristiques de surface - Coefficient d'écoulement des granulats (3ème tirage - 2009-10-01)

NF EN 933-7 P18-622-7 Essais pour déterminer les propriétés géométriques des granulats - Partie 7 : détermination de la teneur en éléments coquilliers - Pourcentage des coquilles dans les gravillons

NF EN 933-8 P18-622-8 Essais pour déterminer les caractéristiques géométriques des granulats - Partie 8 : évaluation des fines - Équivalent de sable

NF EN 933-9 P18-622-9 Essais pour déterminer les caractéristiques géométriques des granulats - Partie 9 : qualification des fines - Essai au bleu de méthylène

NF EN 1744-1 P18-660-1 Essais visant à déterminer les propriétés chimiques des granulats - Partie 1 : analyse chimique

NF EN 1097-1 P18-650-1 Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 1 : détermination de la résistance à l'usure (micro-Deval)

NF EN 1097-2 P18-650-2 Essais pour déterminer les caractéristiques mécaniques et physiques de granulats - Partie 2 : méthodes pour la détermination de la résistance à la fragmentation

NF EN 1097-5 P18-650-5 Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 5 : détermination de la teneur en eau par séchage en étuve ventilée

P18-576 P18-576 Granulats - Mesure du coefficient de friabilité des sables

NF P18-545 P18-545 Granulats - Éléments de définition, conformité et codification

FD P18-542 P18-542 Granulats - Critères de qualification des granulats naturels pour béton hydraulique vis-à-vis de l'alcali-réaction

P18-556 P18-556 Granulats - Détermination de l'indice de continuité

P18-557 P18-557 Granulats - Éléments pour l'identification des granulats