EN 1504-10:2017
(Main)Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 10: Site application of products and systems and quality control of the works
Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 10: Site application of products and systems and quality control of the works
This part of EN 1504 gives requirements for:
- substrate condition before and during application of systems and products;
- storage of systems and products;
- structural stability during preparation, protection and repair;
- methods of protection and repair;
- quality control for execution of work;
- maintenance of the structure.
Produkte und Systeme für den Schutz und die Instandsetzung von Betonbauteilen - Definitionen, Anforderungen, Qualitätsüberwachung und Beurteilung der Konformität - Teil 10: Anwendung von Produkten und Systemen auf der Baustelle, Qualitätsüberwachung der Ausführung
Dieser Teil von EN 1504 enthält Anforderungen zur
- Vorbereitung des Untergrundes vor und während der Aufbringung von Systemen und Produkten;
- Lagerung von Systemen und Produkten;
- Tragfähigkeit während Vorbereitung, Schutz und Instandsetzung;
- Verfahren zum Schutz und zur Instandsetzung;
- Qualitätssicherung der Ausführung;
- Instandhaltung des Tragwerks.
Produits et systèmes pour la protection et la réparation des structures en béton - Définitions, exigences, maîtrise de la qualité et évaluation de la conformité - Partie 10 : Application sur site des produits et systèmes et contrôle de la qualité des travaux
La présente partie de l’EN 1504 définit les exigences relatives :
— à l’état du support avant et pendant l’application des systèmes et des produits ;
— au stockage des systèmes et des produits ;
— à la stabilité structurale pendant la préparation, la protection et la réparation ;
— aux méthodes de protection et de réparation ;
— au contrôle de la qualité pour l’exécution des travaux ;
— à la maintenance de la structure.
Proizvodi in sistemi za zaščito in popravilo betonskih konstrukcij - Definicije, zahteve, kontrola kakovosti in ovrednotenje skladnosti - 10. del: Uporaba proizvodov in sistemov na terenu in kontrola kakovosti del
Ta del standarda EN 1504 podaja zahteve za:
– stanje podlage pred in med uporabo sistemov ter proizvodov;
– skladiščenje sistemov in proizvodov;
– stabilnost konstrukcije med pripravo, zaščito in popravilom;
– metode zaščite in popravila;
– kontrola kakovosti za izvedbo del;
– vzdrževanje konstrukcije.
Ti vidiki vključujejo vplive na zdravje in varnost, delovno okolje, okolje ter gospodarstvo.
General Information
Relations
Overview
EN 1504-10:2017 - part of the EN 1504 series - sets requirements for the site application of products and systems used to protect and repair concrete structures, and for the quality control of the works. The standard covers pre‑application substrate condition, storage, structural stability during works, approved methods of protection and repair, in‑process and final quality control, and ongoing maintenance. It also includes informative Annexes that describe field test methods for surface cleanliness, surface roughness and microcracking.
Key topics and technical requirements
- Substrate condition before and during application: inspection, acceptable surface condition, and control of microcracks are required to ensure durable bonding and performance.
- Storage and handling: guidance on storage of products and systems prior to application to maintain conformity.
- Structural stability: requirements for ensuring safety and stability of the structure during preparation, protection and repair operations.
- Methods of protection and repair: guidance on a wide range of interventions (e.g., coatings, membranes, surface bandaging of cracks, transferring cracks to joints, erection of external panels, electrochemical chloride extraction, prestressing) and references to product‑specific EN parts.
- Quality control for execution: defined execution classes, mandatory tests and observations (e.g., bond tests, pull‑out/core tests, electrical resistivity, inspection for microcracks) and a summary test table for in‑process and final verification.
- Maintenance: requirements for post‑repair care and scheduled maintenance to safeguard long‑term performance.
- Informative test methods: Annex B (cleanliness), Annex C (saw‑teeth profile surface roughness), Annex D (degree of microcracking).
Practical applications and users
EN 1504-10:2017 is intended for:
- Contractors and applicators executing on‑site concrete protection and repair works
- Structural and civil engineers specifying repair strategies and verification criteria
- QA/QC inspectors and testing laboratories performing site tests and acceptance checks
- Manufacturers and system suppliers preparing guidance and demonstrations of conformity
- Asset owners and facility managers who need assurance of durable repair and maintenance plans
Typical applications include repair and strengthening of bridges, tunnels, parking structures, marine works and industrial facilities where durable protection against ingress, corrosion and structural degradation is required.
Related standards
EN 1504-10:2017 is part of the EN 1504 series. Relevant referenced standards include other EN 1504 parts (Parts 1–9), EN 1542 (bond testing), EN 12504-3 (pull‑out/core testing), EN 14487 series (sprayed mortar/concrete) and EN ISO 8501-1 (steel cleaning) among others. Use this part together with product‑specific EN parts to create complete specifications for site execution and quality control.
Frequently Asked Questions
EN 1504-10:2017 is a standard published by the European Committee for Standardization (CEN). Its full title is "Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 10: Site application of products and systems and quality control of the works". This standard covers: This part of EN 1504 gives requirements for: - substrate condition before and during application of systems and products; - storage of systems and products; - structural stability during preparation, protection and repair; - methods of protection and repair; - quality control for execution of work; - maintenance of the structure.
This part of EN 1504 gives requirements for: - substrate condition before and during application of systems and products; - storage of systems and products; - structural stability during preparation, protection and repair; - methods of protection and repair; - quality control for execution of work; - maintenance of the structure.
EN 1504-10:2017 is classified under the following ICS (International Classification for Standards) categories: 91.080.40 - Concrete structures. The ICS classification helps identify the subject area and facilitates finding related standards.
EN 1504-10:2017 has the following relationships with other standards: It is inter standard links to EN 1504-10:2003/AC:2005, EN 1504-10:2003. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
You can purchase EN 1504-10:2017 directly from iTeh Standards. The document is available in PDF format and is delivered instantly after payment. Add the standard to your cart and complete the secure checkout process. iTeh Standards is an authorized distributor of CEN standards.
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Definitionen, Anforderungen, Qualitätsüberwachung und Beurteilung der Konformität - Teil 10: Anwendung von Produkten und Systemen auf der Baustelle, Qualitätsüberwachung der AusführungProduits et systèmes pour la protection et la réparation de structures en béton - Définitions, prescriptions, maîtrise de la qualité et évaluation de la conformité - Partie 10: Application sur site des produits et systèmes et contrôle de la qualité des travauxProducts and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 10: Site application of products and systems and quality control of the works91.080.40Betonske konstrukcijeConcrete structures01.040.91Gradbeni materiali in gradnja (Slovarji)Construction materials and building (Vocabularies)ICS:Ta slovenski standard je istoveten z:EN 1504-10:2017SIST EN 1504-10:2017en01-december-2017SIST EN 1504-10:2017SLOVENSKI
STANDARDSIST EN 1504-10:2004/AC:2005SIST EN 1504-10:20041DGRPHãþD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1504-10
October
t r s y ICS
{ sä r z rä v r Supersedes EN
s w r væ s rã t r r uEnglish Version
Products and systems for the protection and repair of concrete structures æ Definitionsá requirementsá quality control and evaluation of conformity æ Part
s rã Site application of products and systems and quality control of the works Produits et systèmes pour la protection et la réparationdes structures en béton æ Définitionsá exigencesá maîtrise de la qualité et évaluation de la conformité æ Partie
s r ã Application sur site des produits et systèmes et contrôle de la qualité des travaux
Produkte und Systeme für den Schutz und die Instandsetzung von Betonbauteilen æ Definitionená Anforderungená Qualitätsüberwachung und Beurteilung der Konformität æ Teil
s rã Anwendung von Produkten und Systemen auf der Baustelleá Qualitätsüberwachung der Ausführung This European Standard was approved by CEN on
t x July
t r s yä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Serbiaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels
t r s y CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s w r væ s rã t r s y ESIST EN 1504-10:2017
European foreword . 4 Introduction . 8 1 Scope . 9 2 Normative references . 9 3 Terms and definitions . 12 4 Structural stability during preparation, protection and repair . 15 5 General requirements during preparation, protection and repair . 15 6 Methods of protection and repair . 16 6.1 Preparation, application and quality control . 16 6.2 Methods specified in another EN or European Technical Approval . 23 7 Preparation of substrate . 23 7.1 General . 23 7.2 Preparation of concrete . 25 7.3 Preparation of reinforcement . 26 8 Application of products and systems . 27 8.1 General . 27 8.2 Defects in concrete and structural strengthening . 30 8.3 Defects caused by reinforcement corrosion . 32 9 Quality control . 33 9.1 General . 33 9.2 Execution classes . 33 9.3 Quality control tests and observations . 34 10 Maintenance . 44 Annex A (informative)
Guidance and background information on the normative text . 45 A.1 Structural stability during preparation, protection and repair (Clause 4). 45 A.2 Methods of protection and repair (Clause 6) . 45 A.3 Preparation of substrate (Clause 7) . 48 A.4 Application of products and systems (Clause 8) . 51 A.5 Quality control (Clause 9) . 54 Annex B (informative)
Testing cleanliness of concrete surface . 66 B.1 Principle . 66 B.2 Procedure. 66 B.3 Materials . 67 B.4 Expression of results . 67 B.5 Test report . 67 B.6 Testing frequency . 67 SIST EN 1504-10:2017
Testing surface roughness through the saw-teeth profile method . 68 C.1 Principle . 68 C.2 Definitions . 68 C.3 Procedure . 68 C.4 Apparatus . 70 C.5 Expression of result . 70 C.6 Test report . 70 C.7 Testing frequency . 71 Annex D (informative)
Testing degree of microcracking of concrete surfaces . 72 D.1 Principle . 72 D.2 Procedure . 72 D.3 Apparatus . 73 D.4 Expression of result . 73 D.5 Test report . 73 D.6 Testing frequency . 74 Bibliography . 75
depth of approximately 2 mm 3.2 bond adhesion of the applied product or system to the substrate 3.3 cement grout mixture of cement, water and in some cases admixtures and fillers 3.4 cementitious repair products and systems hydraulic or polymer hydraulic mortars, concretes and grouts 3.5 coating product and/or system for the treatment of concrete to produce a continuous protective layer on the surface 3.6 extent of microcracking total length of microcracks within a defined area Note 1 to entry: The area is defined in Annex D. 3.7 dew point temperature at which water vapour condenses SIST EN 1504-10:2017
Note 1 to entry: The pores and capillaries are internally coated, but they are not filled. There is no measurable film on the surface of the concrete. 3.11 hydraulic mortars and hydraulic concrete (CC) mortars or concrete based on a hydraulic binder which is blended together with graded aggregates and may include admixtures and additions which, when mixed with water, set by hydrated reaction 3.12 impregnation product for the treatment of concrete to reduce the surface porosity and to strengthen the surface
Note 1 to entry: The pores and capillaries are partially or totally filled. This treatment usually leads to a discontinuous, thin film on the concrete surface. 3.13 mechanical removal removal of substrate by percussive or abrasive means 3.14 micro crack crack too small to be seen with the unaided eye Note 1 to entry: Annex D defines 0,03 mm as a minimum width. 3.15 mortars and concrete hydraulic, polymer hydraulic and polymer mortar and concrete 3.16 non-selective hydrodemolition removal of concrete to a selected depth by using high pressure water techniques 3.17 polymer hydraulic cement mortars and concrete (PCC) hydraulic mortars or concrete modified by the addition of a polymer 3.18 polymer mortars and polymer concretes (PC) blended mixture of polymer binder and graded aggregate which set by polymerisation reaction SIST EN 1504-10:2017
Note 1 to entry: High pressure is usually in the range of 80 MPa to 120 MPa. 3.35 water-pressure cleaning method for cleaning, abrading or shallow removal of concrete using a stream of pressure water ejected from a nozzle at high velocity
Note 1 to entry: Pressure is usually in the range of 10 MPa to 70 MPa. 3.36 wavelength
distance between two consecutive maximum values in a regular saw-tooth curve characterizing the roughness of the substrate surface 3.37 wet on wet application of a cementitious mortar or concrete onto the surface of a similar material which has set but not hardened 4 Structural stability during preparation, protection and repair Safety and structural stability before, during and after repair shall be maintained in accordance with EN 1504-9. Any period required for gain of strength of the repair products and systems shall be a part of the duration of the repair. 5 General requirements during preparation, protection and repair Consideration should be given to the: a) chemical, electrochemical and physical condition of the substrate and any contaminants, b) the ability of the structure to accept loading, movement and vibration during protection and repair, c) ambient conditions, d) the characteristics of the materials contained in the structure, and e) the characteristics of the protection and repair products and systems. The following requirements shall be met: SIST EN 1504-10:2017
The following methods satisfy the principle of reducing or preventing the ingress of adverse agents e.g. water, other liquids, vapour gas such as carbon dioxide, chemicals such as chlorides and biological agents. 1.1 Hydrophobic impregnation
This method is to apply a product to prevent or reduce the passage of water by lining the surface pores with material with hydrophobic properties. 7.1, 7.2.1, 7.2.2 8.1, 8.2.7 9.1, 9.2 1.2 Impregnation
This method is to apply a product to reduce the surface porosity and to strengthen the surface by partly or totally filling the pores and capillaries. 7.1, 7.2.1, 7.2.2 8.1, 8.2.7 9.1, 9.2 1.3 Coating
This method is to apply a product to the surface of the concrete to prevent the passage of agents. 7.1, 7.2.1, 7.2.2 8.1, 8.2.1, 8.2.7 9.1, 9.2 1.4 Surface bandaging of cracks See A.2.1 in informative Annex A. 1.5 Filling of cracks
a
This method is to fill cracks to protect against ingress. 7.1, 7.2.1, 7.2.2 8.1, 8.2.1, 8.2.2, 8.2.5, 8.2.6 9.1, 9.2 1.6 Transferring cracks into joint See A.2.1 1.7 Erecting external panels See 6.2 1.8 Applying membranes See 6.2
Methods to satisfy principle 2 – Moisture control The following methods satisfy the principle of adjusting and maintaining the moisture content in the concrete between a specified range of values. SIST EN 1504-10:2017
This method is to apply a product to reduce the penetration of water and other agents into the treated concrete by lining the surface pores with materials with hydrophobic properties. 7.1, 7.2.1, 7.2.2 8.1, 8.2.7 9.1, 9.2 2.2 Impregnation This method is to apply a product to reduce the surface porosity and to strengthen the surface by partly or totally filling the pores and capillaries. 7.1, 7.2.1, 7.2.2 8.1, 8.2.7 9.1, 9.2 2.3 Coating
This method is to apply a product to the surface of the concrete to prevent the passage of water or water vapour. 7.1, 7.2.1, 7.2.2 8.1, 8.2.1, 8.2.7 9.1, 9.2 2.4 Erecting external panels See 6.2 2.5 Electrochemical treatment See 6.2
Methods to satisfy principle 3 – Concrete restoration The following methods satisfy the principle of restoring the original concrete of an element of the structure to the originally specified shape and function. Restoring the concrete structure by replacing part of it. 3.1 Hand-applied mortar This method is to apply manually a repair mortar to the prepared concrete surface. 7.1, 7.2.1, 7.2.2, 7.2.3, 7.2.4, 7.2.5 8.1, 8.2.1, 8.2.2, 8.2.5 9.1, 9.2 3.2 Recasting with concrete or mortar This method is to proceed to concrete repair with the form and pour method. 7.1, 7.2.1, 7.2.2, 7.2.3, 7.2.4, 7.2.5 and EN 13670 8.1, 8.2.1, 8.2.4, 8.2.5 and EN 206 and EN 13670 9.1, 9.2 3.3 Spraying concrete or mortar This method is to proceed to concrete repair using mechanically spray method. 7.1, 7.2.1, 7.2.2, 7.2.3, 7.2.4, 7.2.5 and EN 13670 and EN 14487-1, EN 14487-2 and EN 1504-3 8.1, 8.2.1, 8.2.3, 8.2.5 and EN 13670 and EN 14487-1, EN 14487-2: and EN 1504-3 9.1, 9.2 3.4 Replacing elements See 6.2 SIST EN 1504-10:2017
Methods to satisfy principle 4 – Structural strengthening
The following methods satisfy the principle of increasing or restoring the structural load bearing capacity of an element of the concrete structure. 4.1 Adding or replacing embedded or external reinforcing steel bars 7.1, 7.3.1, 7.3.2, 8.2.1, 8.3.2 8.1, 8.2.8, 8.3.1, 8.3.3, EN 13670 and EN 10080 9.1, 9.2 4.2 Installing bonded rebars in preformed or drilled holes in the concrete Adding reinforcement anchored in pre-formed or drilled holes 7.1, 7.2.1, 7.2.2 8.1, 8.2.1, 8.2.8, 8.3.1, 8.3.3 9.1, 9.2 4.3 Bonding plate reinforcement
This method is to bond the strengthening plates externally to an element of the concrete structure. 7.1, 7.2.1, 7.2.2, 7.2.3, 7.2.4, 7.2.5 8.1, 8.2.1, 8.2.6, 8.2.9 9.1, 9.2 4.4 Adding mortar or concrete
This method is to bond additional mortar or concrete to the concrete structure. 7.1, 7.2.1, 7.2.2, 7.2.3, 7.2.4, 7.2.5 8.1, 8.2.1, 8.2.2, 8.2.3, 8.2.4, 8.2.5 9.1, 9.2 4.5 Injecting cracks, voids or interstices
This method is to inject the concrete with appropriate fluid. 7.1, 7.2.1, 7.2.2 8.1, 8.2.1, 8.2.2, 8.2.5, 8.2.6 9.1, 9.2 4.6 Filling cracks, voids or interstices 7.1, 7.2.1, 7.2.2 8.1, 8.2.1, 8.2.2, 8.2.5, 8.2.6b 9.1, 9.2 4.7 Prestressing (post tensioning) See 6.2
Methods to satisfy principle 5 – Increasing physical resistance
The following methods satisfy the principle of increasing resistance to physical or mechanical attack. SIST EN 1504-10:2017
This method is to increase the physical resistance with surface coatings 7.1, 7.2.1, 7.2.2, 7.2.4, 7.2.5 8.1, 8.2.1, 8.2.7 9.1, 9.2 5.2 Impregnation This method is to increase the physical resistance with impregnation 7.1, 7.2.1, 7.2.2 8.1, 8.2.7 9.1, 9.2 5.3 Adding mortar or concrete This method is to increase the physical resistance by adding mortar or concrete 7.1, 7.2.1, 7.2.2, 7.2.3, 7.2.4 8.1, 8.2.1, 8.2.2, 8.2.3, 8.2.4, 8.2.5 9.1, 9.2
Methods to satisfy principle 6 – Resistance to chemicals
The following methods satisfy the principle of increasing resistance of the concrete surface to deterioration by chemical attack. Reducing the penetration of chemical agents into treated concrete to prevent or reduce deterioration due to chemical attack. 6.1 Coating
This method is to reduce penetration of chemical agents into treated concrete to prevent or reduce deterioration using protective coating 7.1, 7.2.1, 7.2.2, 7.2.4 8.1, 8.2.1, 8.2.7 9.1, 9.2 6.2 Impregnation This method is to increase the chemical resistance of the concrete with impregnation 7.1, 7.2.1, 7.2.2 8.1, 8.2.7 9.1, 9.2 6.3 Adding mortar or concrete This method is to increase the chemical resistance by adding mortar or concrete 7.1, 7.2.1, 7.2.2, 7.2.3, 7.2.4 8.1, 8.2.1, 8.2.2, 8.2.3, 8.2.4, 8.2.5 9.1, 9.2
Methods to satisfy principle 7 – Preserving or restoring passivity
The following methods satisfy the principle of creati
...
La norme SIST EN 1504-10:2017 est une référence essentielle pour les produits et systèmes destinés à la protection et à la réparation des structures en béton. Son champ d'application est clairement défini, axé sur des exigences fondamentales qui garantissent la durabilité et la performance des travaux de réparation. Parmi les forces de cette norme, l'établissement de critères précis pour l'état des substrats avant et pendant l'application des systèmes et produits est primordial. Cela permet de s'assurer que les préparations sont optimales, ce qui est un facteur clé pour la réussite des interventions. De plus, les directives concernant le stockage des systèmes et produits assurent leur efficacité en évitant toute détérioration qui pourrait compromettre les processus de réparation. Un autre point essentiel est l'accent mis sur la stabilité structurelle durant la préparation, la protection et la réparation. Cette exigence renforce non seulement la sécurité des interventions, mais aussi la pérennité des structures traitées. Les méthodes de protection et de réparation détaillées dans cette norme fournissent une approche systématique pour aborder les différents défis que présentent les travaux sur les structures en béton. La norme aborde également le contrôle de la qualité pour l'exécution des travaux, une composante cruciale pour garantir que les projets respectent les standards requis. Ce processus de contrôle assure non seulement la conformité des travaux réalisés, mais aussi leur durabilité à long terme. Enfin, le volet de la maintenance des structures, intégré dans cette norme, souligne l'importance d'une approche proactive dans la gestion des infrastructures. Cela répond à un besoin croissant de longévité et d'efficacité dans les projets de construction et de rénovation. En somme, la SIST EN 1504-10:2017 représente une norme complète et pertinente qui répond aux exigences actuelles du secteur, permettant d'assurer une qualité et une conformité des travaux de réparation et de protection des structures en béton.
Die Norm EN 1504-10:2017 legt grundlegende Anforderungen für Produkte und Systeme zum Schutz und zur Reparatur von Betonstrukturen fest. Diese spezifische Norm konzentriert sich auf die Anwendung vor Ort von Produkten und Systemen sowie die Qualitätskontrolle der ausgeführten Arbeiten. Der Anwendungsbereich dieser Norm ist entscheidend, da sie klare Richtlinien zur Beurteilung des Zustands des Untergrunds vor und während der Anwendung der Systeme und Produkte bereitstellt. Ein wesentlicher Stärke der EN 1504-10:2017 ist der umfassende Ansatz zur Sicherstellung der strukturellen Stabilität während der Vorbereitung, des Schutzes und der Reparatur von Betonkonstruktionen. Die Norm umfasst detaillierte Anforderungen, die es Fachleuten ermöglichen, die erforderlichen Maßnahmen zur Erhaltung der strukturellen Integrität während aller Phasen der Anwendung zu verstehen und zu implementieren. Darüber hinaus behandelt die Norm die Lagerung von Systemen und Produkten, was für die Qualität und Effektivität der Anwendungen von großer Bedeutung ist. Die Empfehlungen zur Wartung der Struktur nach der Anwendung der Produkte und Systeme betonen die Relevanz einer langfristigen Betrachtung der Lebensdauer der Betonkonstruktion, die über die sofortige Reparatur hinausgeht. Ein weiterer bemerkenswerter Aspekt der Norm ist die Festlegung von Methoden zur Ausführung des Schutzes und der Reparatur, wodurch ein hohes Maß an Qualität bei der Umsetzung gewährleistet wird. Die Anforderungen zur Qualitätskontrolle während der Ausführung der Arbeiten sind ebenfalls ein entscheidender Punkt, da sie sicherstellen, dass die ausgeführten Maßnahmen den Standards entsprechen und somit die Langlebigkeit der betreuten Strukturen fördern. Insgesamt ist die EN 1504-10:2017 eine unverzichtbare Norm für Fachleute, die im Bereich des Betonschutzes und der -reparatur tätig sind. Ihre umfassende Abdeckung von Aspekten wie Vorbedingungen, Qualitätskontrolle und Wartung macht sie besonders relevant für die effektive Durchführung von Bauprojekten im Bereich der Betonkonstruktionen.
SIST EN 1504-10:2017の標準は、コンクリート構造物の保護と修復に関する製品およびシステムの適用方法を定義し、要件、品質管理、および適合性評価に関する詳細な指針を提供しています。この文書は、コンクリート構造物の保護と修復を行う際に必要不可欠な関連情報を網羅しており、特に実施段階における製品とシステムの使用に関して高い信頼性を持っています。 標準の範囲には、製品およびシステムの提供前後の基盤の状態、保管方法や準備段階での構造的安定性、保護および修復の手法、作業実施の品質管理、さらには構造物の維持管理に関する詳細が含まれています。この包括的なアプローチは、現場での適用において品質を確保するための基盤を提供し、業界のベストプラクティスに則った手法を促進します。 この標準の強みは、具体的な適用要件とともに、事前準備や作業条件に関する詳細な規定を持っているところにあります。これにより、建設業者はコンクリートの保護および修復プロセスにおいて、より高いレベルの安全性と効率性を確保することができます。また、品質管理に関する明確な指針が提示されているため、実施した作業の信頼性と一貫性も高められます。 また、EN 1504-10:2017は、コンクリート構造物を扱う全ての専門家にとって、その実施において統一された基準を提供し、効果的かつ持続可能な修復と保護を可能にします。そのため、業界のニーズに応じた relevance があり、最新の技術や基準に基づいていることから、長期にわたる構造物の信頼性の維持にも寄与しています。
The standard SIST EN 1504-10:2017 plays a crucial role in guiding the protection and repair of concrete structures by providing detailed definitions, requirements, quality control processes, and evaluation of conformity specifically for the site application of these products and systems. Its scope is comprehensive, addressing essential aspects including the substrate condition that must be ensured before and during the application of systems and products. This proactive approach lays a strong foundation for achieving optimal outcomes in concrete maintenance and repair. One of the strengths of this standard is its emphasis on the structural stability during all phases of preparation, protection, and repair. By outlining requirements for managing structural integrity, it ensures that potential issues are mitigated, fostering safer and more durable concrete solutions. Furthermore, the standard establishes explicit methods for protection and repair, offering clarity and consistency in the application of various systems. Quality control is another pivotal aspect of SIST EN 1504-10:2017. The standard offers well-defined guidelines that help ensure that execution of work adheres to established benchmarks, which is vital for maintaining high standards across construction projects. Additionally, the inclusion of maintenance protocols within the standard highlights its relevance not just for immediate repair processes but for the long-term sustainability of concrete structures. Overall, SIST EN 1504-10:2017 is a foundational document that provides necessary guidelines and requirements, making it indispensable for professionals involved in the protection and repair of concrete structures. Its comprehensive nature and focus on quality control, substrate evaluation, and maintenance underscore its significance in the construction and civil engineering sectors.
SIST EN 1504-10:2017은 콘크리트 구조물의 보호 및 수리를 위한 제품과 시스템에 대한 표준으로, 현장 적용과 품질 관리에 대한 명확한 지침을 제공합니다. 이 표준은 콘크리트 구조물의 수명과 내구성을 보장하기 위한 중요한 요구 사항을 다루며, 매우 포괄적인 범위를 갖고 있습니다. 이 표준의 강점 중 하나는 시스템과 제품의 적용 전에 그리고 적용 중에 기초 상태에 대한 명확한 요구 사항을 제시하고 있다는 점입니다. 이를 통해 작업 전반에 걸쳐 높은 품질을 유지하는 데 필수적인 정보를 제공합니다. 또한, 시스템과 제품의 보관 방법에 대한 지침을 포함하여 현장 적용 시 발생할 수 있는 여러 가지 문제를 사전에 예방할 수 있도록 합니다. SIST EN 1504-10:2017은 구조적 안정성을 확보하기 위한 기준을 설정하고, 보호 및 수리 방법에 대해 명확하게 정의하여 실질적인 실행 가능성을 제공합니다. 품질 관리 절차에 대한 구체적인 지침을 포함하고 있어, 실제 작업의 실행 과정에서의 일관성을 보장합니다. 이러한 엄격한 기준은 각종 콘크리트 구조물에서 발생할 수 있는 여러 문제를 최소화하고, 장기적으로 구조물의 유지 관리에도 중요한 역할을 합니다. 결과적으로, SIST EN 1504-10:2017은 콘크리트 구조물의 보호 및 수리에 필수적인 기준으로서 관련 업계에서의 적용 가능성 및 중요성이 매우 높습니다. 이 표준은 품질 보증과 관리의 통합적인 접근 방식을 제공하여, 모든 관련 이해관계자에게 유익한 프레임워크를 제공합니다.
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.
Loading comments...