SIST 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 Betontragwerken - 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 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 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
SIST 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
SIST 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
SIST 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
SIST EN 1504-10:2017 is a standard published by the Slovenian Institute for Standardization (SIST). 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.
SIST EN 1504-10:2017 is classified under the following ICS (International Classification for Standards) categories: 01.040.91 - Construction materials and building (Vocabularies); 91.080.40 - Concrete structures. The ICS classification helps identify the subject area and facilitates finding related standards.
SIST EN 1504-10:2017 has the following relationships with other standards: It is inter standard links to SIST EN 1504-10:2004, SIST EN 1504-10:2004/AC:2005. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
You can purchase SIST 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 SIST 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
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SIST EN 1504-10:2017は、コンクリート構造物の保護と修復に関連する製品およびシステムの標準化文書であり、主に現場での製品とシステムの適用および作業の品質管理に関する要件を規定しています。この標準は、コンクリートの保護と修復に携わる専門家にとって非常に重要です。 この標準の範囲は広く、システムと製品の適用前後の基盤条件の管理や、これらの製品の保管方法に関する具体的なガイドラインを含んでいます。特に、構造物の準備、保護、修復中の構造的安定性を確保するための要件を明確に規定している点が、施工における安全性を確保する上での強みとなっています。また、保護および修復の方法に関しても具体的な指針が提供されているため、現場での適用性が高いと評価されます。 さらに、作業の実行に対する品質管理の要件も含まれており、これにより作業の精度が向上し、施工後の維持管理においても高い品質を保持することが可能です。このように、SIST EN 1504-10:2017は、コンクリート構造物を保護し、修復するために必須の指針を提供することで、業界全体の標準向上に寄与しています。 この文書の relevance（関連性）は、コンクリート製品及びシステムの実施における品質と信頼性を確保するための基礎を提供する点でも明らかです。特に、耐久性を求められる現場において、この標準が示すガイドラインに従うことは、長期的な視点から見ても非常に重要です。SIST EN 1504-10:2017は、その範囲、強み、関連性から見ても、現場の専門家にとって必携のものであると言えます。
La norme SIST EN 1504-10:2017 offre un cadre rigoureux pour les produits et systèmes destinés à la protection et à la réparation des structures en béton. Son champ d'application est particulièrement pertinent dans le domaine de la construction, car elle énonce des exigences précises concernant l'état des substrats avant et pendant l'application des systèmes et produits. Cela souligne l'importance d'une préparation adéquate pour garantir l'efficacité des interventions. Un des points forts de cette norme est sa couverture exhaustive des aspects de stockage des systèmes et produits, ce qui contribue à la préservation de leur qualité avant l'application. De plus, la norme traite de la stabilité structurelle pendant les phases de préparation, de protection et de réparation, ce qui est essentiel pour garantir que les travaux réalisés ne compromettent pas l’intégrité de la structure. Les méthodes de protection et de réparation définies dans la norme offrent des approches standardisées qui peuvent être adoptées par les professionnels du secteur. Cela simplifie non seulement le processus d'application mais assure également que les pratiques respectent des critères de qualité élevés. En outre, la section dédiée au contrôle de la qualité pour l'exécution des travaux est un atout majeur, car elle permet de s'assurer que chaque étape du processus est conforme aux normes établies. Enfin, la norme aborde également l'importance de l'entretien des structures, s'assurant que les interventions effectuées sont durables et qu'elles prolongent la vie des ouvrages en béton. Dans l'ensemble, la SIST EN 1504-10:2017 se révèle être une référence essentielle pour les professionnels du béton, les aidant à respecter des standards élevés tout en facilitant la conformité et le contrôle qualité sur les chantiers.
SIST EN 1504-10:2017 표준은 콘크리트 구조물의 보호 및 수리에 관한 제품과 시스템에 대한 정의, 요구 사항, 품질 관리 및 적합성 평가를 명확히 규명하고 있다. 이 문서는 특히 시스템과 제품의 적용 전후 기초 상태, 저장 조건, 준비 및 보호, 수리 과정에서의 구조적 안정성, 시공 방법, 그리고 작업의 품질 관리를 위한 요구 사항을 다루고 있다. 이 표준의 주요 강점 중 하나는 다양한 콘크리트 구조물의 보호 및 수리 작업에 대한 명확한 지침을 제공한다는 점이다. 각 단계에서 요구되는 기준을 세분화하여 실제 적용 사례에서 품질보증을 극대화할 수 있도록 돕는다. 또한, 이는 업체들이 준수해야 할 세부적인 품질 관리 프로세스를 규명함으로써 시공의 일관성을 높이고, 최종 결과물의 신뢰성을 보장하는 역할을 한다. 이 표준의 적용은 콘크리트 구조물의 수명 연장과 안전성을 개선하는 데 있어 매우 중요한 요소이다. 콘크리트 구조물의 보호 및 수리 작업이 실행될 환경에 대한 구체적인 요구사항을 통해, 작업자들은 보다 안전하고 효과적인 작업 환경을 구축할 수 있다. 따라서 SIST EN 1504-10:2017 표준은 건설 및 수리 분야에서의 필수적인 참고 문서로, 관련 업계의 실무자들에게 큰 의미와 가치를 제공한다.
The SIST EN 1504-10:2017 standard is a crucial component of the ongoing effort to enhance the protection and repair of concrete structures. Its comprehensive scope outlines essential requirements for various stages of system and product application, from substrate condition to maintenance of the completed structure. One of the significant strengths of this standard is its detailed emphasis on substrate conditions before and during the application of systems and products. This aspect ensures that the materials used for concrete protection are applied under optimal conditions, thus enhancing their performance and longevity. Furthermore, the guidelines provided for the storage of these products prevent degradation and ensure that they perform as intended when applied. Another key feature of SIST EN 1504-10:2017 is its focus on structural stability throughout the preparation, protection, and repair phases. By addressing these critical points, the standard helps mitigate risks associated with structural failure, thereby not only extending the lifespan of concrete structures but also promoting safety. The methodologies outlined for the protection and repair processes are well-defined, allowing practitioners to execute techniques that meet the necessary quality standards. The standard effectively emphasizes quality control throughout the execution of work, ensuring that the final output meets specified requirements and adheres to high standards. Lastly, the inclusion of maintenance guidelines within the standard reaffirms its relevance in the field of concrete structure repair and protection. By providing a framework for ongoing maintenance, the standard facilitates the long-term sustainability of concrete structures, ensuring they remain functional and safe over time. Overall, the SIST EN 1504-10:2017 standard is a vital document that serves as a foundation for best practices in the protection and repair of concrete structures, providing relevant guidelines that enhance quality, safety, and performance.
Die Norm SIST EN 1504-10:2017 bietet umfassende Vorgaben für Produkte und Systeme zum Schutz und zur Reparatur von Betonstrukturen. Sie legt die Anforderungen und Qualitätskontrollen fest, die für die effektive Anwendung von Systemen und Produkten auf Baustellen erforderlich sind. Ein zentrales Merkmal dieser Norm ist die detaillierte Definition der Zustandsanforderungen des Untergrunds vor und während der Anwendung, was entscheidend ist, um die langfristige Effizienz der Schutz- und Reparaturmaßnahmen sicherzustellen. Ein weiterer bedeutender Aspekt der Norm ist die Regelung zur Lagerung der Systeme und Produkte. Diese Vorgaben garantieren, dass Materialien unter optimalen Bedingungen gelagert werden, um ihre Integrität und Leistungsfähigkeit zu bewahren. Dies trägt nicht nur zur Qualität der Arbeiten bei, sondern verbessert auch die Sicherheit während der Bauausführung. Die Norm behandelt zudem die strukturelle Stabilität während der Vorbereitung, Schutz und Reparatur. Diese Anforderung ist essentiell, um die Sicherheit der Bauarbeiter und die Langlebigkeit der Konstruktion zu gewährleisten. Außerdem werden verschiedene Methoden zum Schutz und zur Reparatur von Betonstrukturen beschrieben, was den Fachleuten hilft, die am besten geeigneten Verfahren für spezifische Projekte auszuwählen. Die Norm betont die Bedeutung der Qualitätskontrolle bei der Ausführung der Arbeiten. Durch festgelegte Verfahren für die Überprüfung der Qualität wird sichergestellt, dass die Arbeiten gemäß den festgelegten Standards und Anforderungen durchgeführt werden. Dies minimiert das Risiko von Mängeln und steigert die Zuverlässigkeit der durchgeführten Reparaturen. Abschließend befasst sich die SIST EN 1504-10:2017 auch mit der Wartung der Struktur, was für die langfristige Leistung und den Werterhalt von entscheidender Bedeutung ist. Insgesamt zeigt diese Norm klar auf, welche Maßnahmen und Kontrollen notwendig sind, um die Qualität von Anwendungen und Reparaturen in der Betonbauweise sicherzustellen, wodurch sie für alle Fachleute im Bereich des Bauwesens von hoher Relevanz ist.
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